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157 Big Spring Ter 18-3975 New construction SFH
FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00003975 Date 11/20/18 Application pin number . . . 048625 Property Address . . . . . . 157 BIG SPRING TER Parcel Number: 21.19.30.5TT-0000-0500 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 334663 Application desc noc on fileR Owner Contractor TAYLOR MORRISON NORTHWEST PLUMBING 6310 MABLETON PKWY MABLETON FL 30126 407) 367-0677 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 19.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3044.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1088673 Permit pin number 1088673 Permit Fee . . . . 114.00 Issue Date . . . . 11/20/18 Valuation . . . . 6387 Expiration Date . . 5/19/19 Qty Unit Charge Per Extension 19.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 114.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1230.00 02-CURB CUT/DRIVE - S/F 40.00 O1-LIBRARY IMPACT FEE 54.00 O1-SEM CNTY RD IMPACT FEE 705.00 O1-SCHOOL IMPACT FEE 5000.00 WD IMPACT:SINGLE FAMILY 1343.00 SD IMPACT:SINGLE FAMILY 3025.00 7------------ FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 2 Application Number . . . . . 18-00003975 Date 11/20/18 Application pin number . . . 048625 Other Fees . . . . . . . . . 01-BLDG DCA SURCHARGE 38.40 O1-BLDG DBPR SURCHARGE 56.69 O1-PARKS IMP-RS 9.1.18 1135.65 O1-FIRE IMP-RS 9.1.18 394.83 O1-POLICE IMP-RS 9.1.2018 395.87 Fee summary Charged Paid Credited Due Permit Fee Total 114.00 00 .00 114.00 Other Fee Total 13468.44 13439.35 .00 29.09 Grand Total 13582.44 13439.35 .00 143.09 r FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00003975 Date 11/20/18 Property Address . . . . . . 157 BIG SPRING TER Parcel Number: 21.19.30.5TT-0000-0500 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1088673 Permit pin number 1088673 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PL05 PLUMBING FINAL / / CR401IO2 Operator ID: ANTONINIL Post date : 11/20/18 Tender . . : CREDIT CARD Customer Location 2018 3975 Total . Total tender F16=Reprint receipt CITY OF SANFORD 11/21/18 Receipt Inquiry 09:32:06 Date: 11/20/18 Number: 01 Receipt number: 31749 Pay Sub Sy Amount Type Type Cd L 143.09 BP 143.09 143.09 F12=Cancel Lien Transaction Number Date Time 11/20/18 15:35:47 F14=Batch inquiry CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION w Di Application No: Documented Construction Value: $ kG -/ Job Address: %,j 'j ir/J j d D Historic District: Yes No Parcel ID: J % ,t c,/r Residential X Commercial Type of Work: 1'ew 4 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name ra taJ.l:-f Phone: Street: City, State Zip: Title: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2058 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Arch ltect/Eng ineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,.boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised; June 30, 2015 Pemiit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien' Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation 'fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Nmne Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID AS- / A Signature f Agent TONY MAHAFFEY Print Cantractori gent's me aAA9 O 2V'3 Signature ofNo -State of Florida Date Contractor/Agent is Y Personally Known to Me or Produced ID 'Type of ID BELOW IS FOR OFFICE 'USE ONLY Permits Required: Building Electrical Mechanical Plumbing Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: h Plumbing - # of Fixtures 19 Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application DESCRIPTION AS FURNISHED: Lot 50, THORNBROOKE PHASE I, as recorded in Plat Book 79, Pages 3 thru 7, Public Records of Seminole County, Florida. QQ C BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. WHITE CEDAR ROAD 50' R/W) S 00°09'03" E 40.00' 10" WALL, LANDSCAPE &FENCE ES 64T. .01 34.80' LOT 50 34.80' 5.00' 5.00' 30.0' w w 49 O O O LOT 51LOT p FORMBOARD FOUNDATION h TOP OF FORMS - 26.51' Oti O QD o Z 5.0' 5.00' hti 21.3' 5.00' 48.20' 25.20' 25.20' 2 10' UTIL. ESMT. j- k---30S' jr. -P.CC L B.B.) S 00W'03" E 40.00' ON LOT AREA CALCULATICNS LOT , = 4,800 SO FT LIVING = 7,157 SO FT j GARAGE = 451 50 FT ENTRY = 74 SO FT LANAII = 128 SOFT. BREEZEWAY = N/A SO FT DRIVEWAY = 403 SO FT BIG SPRING TERRACE A/C PAD = 9 SO FT WALKWAY = 75 SO. FT 50' R/W) TRACT G IMPERVIOUS = 47 9 % 2.29' SO FT SOD 2 503 SOFT OFF LOT AREA CALCULATIONSh QQC7 O FT Q PROPOSED = FINISHED SPOT GRADE ELEVATION APRON = 128 SO FT PER DRAINAGE PLANS SIDEWALK = 200 SO FT BUILDING SETBACKS: IvyPROPOSEDDRAINAGEFLOWSOD = 152 SO FT LOT GRADING TYPE A FRONT = 25' AU A A REAR 15' PROPOSED INFORMATION SHOWN AREA I = 5.280 SO FTPROPOSEDF.F. PER PLANS = 26.5" ++ SIDE = 5.0" BASED ON SUPPLIED PLAN DRIVEWAY = 531 SO FT PROPOSED GRADE PER CONSTRUCTION PLAN ++ SIDE CORNER = 10" AND/OR INSTRUCTIONS PER SIDEWALK = 275 SO FT CLIENT(NOT FIELD VERIFIED) I SOD = 2,655 SO FT CR USLTNffEM? - SCOTT & A SSOC .) INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-7436P • PLAT PAL. • POINT ON LINE F FIELD TYP. • TYPICAL NOTES: I.P. •IRON PIPE PRC. • PDINT OF REVERSE CURVATURE IRON ROD P.C.C. • POINT 11' COMPIX.ND CURVATURE I. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEE75 THE MINIMUM TECHNICAL STANDARDS SET FORTH BY CmCM. •CONCRETE MONUMENT R-C RADIAL THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE SET IR. I/2' IR •/TLB 4596 NR NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY PO RECOVERED V.P. • VITNESS POINT P01 POINT OF /EGINNING CALL. CALCULATED J THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS POC PONT OF COMMENCEMENT PR.M • PERMANENT REFERENCE MONUMENT CENTERLINE FF • FINISHED FLOOR ELEVATION OR EASEMENTS THAT AFFECT THIS PROPERTY, 4. NO UNDERGROUND IMPROVEMENTS HAVE 6EEN LOCATED UNLESS OTHERWISE SHOWN. NLD NAIL 6 DISK I.S.L. BUILDING SC7TACK LILAC R/v • OF-VAr I.M • BENCHMARK 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY CASEHRIGHTEASEMENT I.R •LASE BEARING DRAIN DRAIN • DRAINAGE 6. DIMENSIONS SHOWN TOR THE LOCAITON OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES 7. BEARINGS, ARE BASED ASSV%ED DA'U.4 AND ON THE LINE SHOWN AS BASE BEARING (B.B) UTIL UTILITY CU (. • CHAIN LINK FENCECLI1.. CHATvoO 6. ELEVATIONS, IF SHOWN, ARE ESED ON NATI%AL GEOOECC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. 9. CERTIFICATE OF AUTHORIZATION No. 4596. ` FENCE C/B •,CONCRETE BLOCK SCALE 1• 10 —H DRAWN BY: •u PC. POINT OF CURVATURE P T. • PDi:I OF TANGENCY DESCRIPTION DATE ORDER NuCERTIFIEDBY: DESCa 1,—_______ Aucl LENGTH PLOT PLAN 09-13-2015 61 76. 1 B ,1 D DELTA C CHORD CA CHORD TEARING NORTH ter` FORMBOARD FOUNDATION/ELEVS. 10-25-2018 7067- 18 ' - THIS BUILDING/PROPERTY DOES NOT UE WITHIN THE ESTABLISHED ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRAl' TOM X. GRUSENMEYER, R.L.J. N -4/14 + ZONE •X• MAP I 12117C 0055 F JAMES W. SCOTT, R.L.S 1 4801 L a - CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 8 Docum nted Construction Value: $ , Job Address: S 1f nS 7, Historic District: Yes No Parcel ID:011.31-5T-0000-KJ Residential [) Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE LOT NUMBER: ,;[) Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: 8re11-nWN, UTM10 ti •11 Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 407-629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT I TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: ' MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Street: city, St, Zip: Bonding Company: NIA Address: Phone: Fax: E-mail: Mortgage Lender: NIA Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 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 ` ( j l /1 Permit Application I G,,S NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Si lure of owner/AgentOate TAYLOR MORRISON OF FLORIDAANC Print Owner/Agent's Name Signature of Owner/Agent is yM Personally Known to Me or Produced ID NSA Type of ID S ature of Contractor/Age e JOHN ASA WRIGHnt Print Contractor/Agent's ame Signatur State of Florida to D Poet, ! IA S1M `py T Contractor/Agent is YES Peflie y Known to Me or Produced ID NIA Type of ID BELOW IS, FOR OFFICE USE ONLY Permits Required: Building g Electrical a Mechanical a Plumbing© Gas[] Roof[], Construction Type: V%3 Occupancy Use: lea Flood Zone: k St-E kLgC Cp Total Sq Ft of Bldg: 30yy Min. Occupancy Load: 14 # of Stories: 2 New Construction: Electric - # of Amps , J Plumbing - # of Fixtures I Fire Sprinkler Permit: Yes [I No g # of Heads Fire Alarm Permit: Yes No ac' APPROVALS: MKMG: /0..2 . UTILITIES: ENGINEERING: IhTC, 10'9"tt FIRE: COMMENTS: I Ok to construct single family home with setbacks and impervious area shown on plan. yy, 9° Ise 3a*-Aw IZsj 0 4c1". WASTE WATER: BUILDING: 57F7 // S IS Revised. June 30, 2015 Permit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT k-39-7 STATEMENT NUMBER: DATE: September 19, 18 BUILDING APPLICATIONON #: #: 1818-10000801 3BUILDINGPERMITNUMBER: 18-10000801 i,c( UNIT ADDRESS: BIG SPRING TERRACE 157 21-19-30-5TT-0000-0500 V{4 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 157 BIG SPRING TERRACE / THORNBROOKE PHASE 1 , / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing WIDE 54.00 1.000 dwl, unit 54.00 SCHOOLS CO ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL CISSUANCEOFABUILDINGPERMIT. ,t PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE; BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Grant Maloyy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018109470 Book:9217 Page:1491; (1 PAGES) RCD: 9/24/2018 2:48:02 PM REC FEE $10.00 Parcel ID Number: a'— 1 q -1 O _ -ST,— V 00c)- o s oc) Prepared By Daphne Clark and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 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 Legal Description: Thornbrooke Phase according to the plat thereof, as recorded in Plat Book33_Page3-% of the public records of Seminole County, 4' Florida. Addresses ibis Spy: nc ter, Sanford FL 3a77 2. General description of improvements : Single Family Home 3. Owner information: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety : N.A. 7. Lender: N.A. 8. / Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(l)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 6 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 : l Signature of Owner's Agent: JqXn Asa Wright aylor Morrison of Florida In Sworn to and subscribed before me this by John Asa Wright onally known to me. Notary Public DA Clark M121 rw" My commission expires: 6/27119 a¢:••"` Serial No. FF 209108 o Signature: To'eal: CERTIFIED COPY GRANT NIA?_OY f + r, d• C COV r, F THE CIRCUIT COURT SK b •,. ND CONiF T R 0 L ER P By CITY OF SANFORD BUILDING & FIRE PREVENTION 1y DOPERMIT APPLICATION Application No I Documented Construction Value: $ 3 3 , Job Address: 1Ct t Historic District: Yes No Parcel ID: Q\- C(-3C-5;!T-0000- K5 Residential Q Commercial Type of Work: New E Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE - L LOT NUMBER: Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 M.511- 1 Il Phone: 407-629-0077 Resident of property? Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: NO City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax. _ City; St, Zip: E-mail: Bonding Company: N/A Address: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING,YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for, electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t1 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. t 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. we—,e= Si Lure of Owner/Agent loate TAYLOR MORRIS( Print Owner/Agent's Name Signature Owner/Agent is y(FB Personally Known to Me or Produced ID N/A Type of ID Si ature of Contractor/Agent Date JOHN ASA WRIGH Print Contractor/Agent's Name Signatur o State of Florida ate ae ots 4 yr ruerh A1SS e 2p 9 Contractor/Agent is YES PeNe y Known to Me or Produced ID NIA _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: _ New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures. Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No_ APPROVALS: ZONING: ENGINEERING: - uu_ UTILITIES: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF i ," SX FORD FLORIDA Name Address City: Phone: City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form John Asa Wright Frim Taylor Morrison of Florida INC 151 Southhall Lane #200 Maitland 407-257-6940 Fax: State FL Zip Code: 32751 Email: Property Address: 157 Big Spring Ter Property Owner: Taylor Morrison of Florida INC Parcel Identification Number: 29-19-30-5TT-0000-0500 Phone: 407-629-0077 Fax: Email: daphne@permitspermitspermits.com The reason for the flood plain determination is: X New Structure Existing Structure (Pre-2007 FIRM Adoption) Expansion/Addition Existing Structure (Post 2007 FIRM Adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) OFFICIAL USE ONLY Flood Zone X Base Flood Elevation N/A Datum N/A FIRM Panel Number 120294 0055F Map Date September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The Parcel is in the Floodplain Floodway A portion of the Parcel is in the Floodplain Floodway XX The Parcel is not in the X Floodplain Floodway The Structure is in the Floodplain Floodway The Structure is not in the Floodplain Floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-3975 Reviewed by: lffl /ltr, CW, Cflff- Michael Cash, CFM Date: 10/18/2018 T:\Engr-Files\Elevation Certificate\B\Big Spring Ter\157-FZD D, Application for Right -of -Way Use for Driveway, Walkway & Landscape Ots77 — Department of Planning & Development Services www.sanfordn.gov 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. 8 Knew what's below. 7J{N"tjMW r SO Callberomyoudq. 1. Project Location/Address: 2. Proposed Activity: c Driveway Walkway Other: 3. Schedule of Work: Start QDate G,,/d /./ C-oomplpletion Date Emergency Repairs 4. Brief Description of Work: ^!` n^YAW A146 SFX This application is subm Signature: A Print Name:lLN/ ' ` e/ VL/O Address: % 4 4NE /`!i% 100 /,,? rlvrPhone: 407-UZ-Ay 24 0 Fax- d4ahne9 A&rmI itS&1 in#Y-& li Date: 91 i Maintenance Responsibilitieslindemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto Requestor may, with written City authonzatlon, remove said installationlimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stonnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the perrnittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its oouncilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. I hereby understand and agree Mom related to this application as required by the city's 7dpted Fee Resolution. Signature: Date: 0 This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 640124 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: z.. faffi ral 0;ae Onl v APPtication3 to....... • • ..:;, :: : , :.. ...Fee: Date_' v tietewed:`'> la is inliirfcs': t es ... ............... M Itii3afe°' A:. eda PpveSite inspec%d by Date:" September 2010 ROW Use Dnveway pdf SCPA Parcel View: 21-19-30-5TT 0000-0500 http://parceidetail.scpafl.org/ParcelDetailInfo.aspx?PID=2119305T... Proper Record Card PM Parcel: 21-19-30-5TT-0000-0500 oouHrxnonnx Property Address: 157 BIG SPRING TER SANFORD, FL 32771 Parcel Information j Value Summary r 2018 Working 2017 Certified Values Values Valuation Method I Cost/Market CosUMarket Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) I $40.000 45,000 Land Value Ag JustlMarket Value " 40.000 s45,000 Portability Adj Save Our Homes Adj $0 I s0 Amendment 1 Adj $0 s0 PSG Adj $0 s0 Assessed Value i $40,000 1 $45,000 Tax Amount without SOH: $856.00 2017 Tax Bill Amount $856.00 Tax Estimator Save Our Homes Savings- $0.00 TRIM Notice yelp Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 50 THORNBROOKE PHASE 1 PB 79 PGS 3 TO 7 Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 40,000 0 I 40,000 Schools 40,000 0 I 40.000 City Sanford 40,000 0 40,000 SJWM(Saint Johns Water Management) 40,000 0 40,000 County Bonds 40,000 s0 40,000 Sales Description Date Book Page Amount Qualified VacAmp No Sales Find Comparable Sales Method Frontage Depth Units Units Pnoe Land Value LOT I 1 1 $40,000.00 1 $40,000 Building Information r Permits Permit # Description Agency Amount CO Date Permit Date I of 2 9/19/2018, 9:16 AM REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # 1 % - -49?! Address: BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL' PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final i WNW Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final LIMME Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 T DESCRIPTION AS FURNISHED: Lot 50, THORNBROOKE PHASE !, as recorded in Plat Book 79, Pages 3 thru ' 7, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. WHITE CEDAR ROAD 50' R/W) S 00009'03 " E 40.00' A_. 10' WALL, LANDSCAP do FENCE ESMT. 26.80' 26.80' 5.00' 16.0 LANAI 3.0'x3. AC— 0' 47 5.00' 5.00' 30.0' LOT 50 WW - PROPOSED RESIDENCE O O MODEL: SANTA ROSA " O LOT 49 O (INCLUDED -TRADITIONAL) O LOT 51 2 CAR GARAGE LEFT CO d 5.0' 5.00' hry COV'D. PORCH 5.7' 5.00' ' I 3 , 5.00' 21.3' 16' 1 DRIVE 25.20 5.20' ra 10' UTIL. S T. rykti--iD.O:J_ P 5' CONC. WALK CURBI ON LUT AREA CAL COLAUONS B.B.) S 00°09'03 E LOT _ 4,800 130 F T. LIVING - 1, 1;,/ SO F7 40. 00' GARAGE - 451 3(J rl. ENTRY - 74 SOFT LANAI = 128 SG F7 T)RCEZEWAY = N,/A SG F7 DRIVEWAY - 403 SC) 1? BIG .SPRING TERRACE AICWAL PAD So.I-F WALKWAY = 75 SQ F ; 50' R/W) TRACT G IMPERVIOUS- 4/.9 2,297 SO.rT G SOU = OFF LOT AREA _CALCULATIONS_, c f QO R/W = 480 >O ; 1 Q PROPOSED FINISHED SPOT GRADE ELEVATION = T T. APRON 128 SQ PLOT PLAN ONLY* SIDEWALK = 200 SQ!-T PER DRAINAGE PLANS FT U PROPOSED DRAINAGE FLOW BUILDING SETBACKS: NOT A SORVEY) EFRONT25' IFS,- 1 '` 5 LOT GRADING TYPE A PROPOSED INFORMATION SHOWN AREA = ;„h0 SQ I I PROPOSED F.F. PER PLANS 26.5'REAR 15' 4QASED ON LIPPLICD PLAN URIVEWAYSIDE5. AND/OR INSTRUCTIONS PER SIDEWALK JI!; 50. 1 PROPOSED GRADE PER CONSTRUCTION PLAN SIDE CCORNEE R 10' CLIENT(NOT I IELD VERII ICU SOU - 2,655 SO CR UASEiVffEYE'R - ASICOTT & ASSOC, INC. - LAND SURVEYORSYORS LEGEND — LEGEND — P . PLAT PZI- • POINT (IN LING 5400 E. COLONIAL DR. ORLAN00, FL. 32807 (4D7)-277-3232 FAX (407)-658- 1436 F • FIELD TYP. • TYPICAL NOTES: 1P. IRON PIPE PRO. • PONT Ix REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY TENT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANavw SET FORTH BY X. • IRUN ROD .CC, • POINT OF corOUND CURVATURE THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 3J-17 OF THE FLORIDA ADMINISTRATIVE CODE. C.M CONCRETE MONUMENT RAA • RADIAL SET IN, 1/2' IX ./NU 4596 NA. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. REC, RECOVERED W.P. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TTTLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.OJ. POINT OF BEGINNING CALL • CALCULATED OR EASEMENTS THAT AFFECT -THIS PROPERTY. P.O.C. PONT OF COMMENCEMENT PRFL • PERMANENT REFERENCE MONUMENT t CENTERLINE FF. • FINISHED FLOOR ELEVATION 4. NO UNDERGROUND IMPROVEMENTP' PAVE BEEN LOOTED UNLESS OTHERWISE SHOWN. NLD NAIL L DISK B.SL BUILDING SETBACK LINE 3. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF.,THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R/v RIGHT-OF-WAY lox BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION -OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT, EASDRAINAGEEMENT BJL SASE FEARING 7. BEARINGS, ARE•04.SEO ASSUMFD ',ATVM AND ON THE LINE SHOWN AS BASE BEAPoDRAIN. NO (B.B.) UTR. •UTILITY 6. ELEVATIONS; IF SHOWN, ARE 645ED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. CLFC. CHAIN LINK FENCE 9. CERTIFICA!E OF AUTHORIZATION No. 4396. -_ VD.FC. WOOD FENCE C/D CONCRETE BLOCK SCALE 1-- 1' 20 --R DRAWN BY: •• . PC POINT OF CURVATURE - P,T, POINT OF TANGENCY 'h LUTE ORDER NO. DESC. DESCRIPTION CERTIFIED BY: ---------- P • RADIUS * r . - PLOT PLAN 09-13-2018 6176-18 L • ARC LENGTH •;,• V D • DELTA C CHORD JyCp • CHORD BARING NORTH THIS BUILDING/PROPERTY, DOES.NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' X. GRUSENM R. P.L.S. % 4714 ZONE 'X" MAP / 12117C 0055 F. J SCOTT, .LS 1 4801 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method BUILD/,yProjectNameLot50ThornbrookeSantaRosaGLEBuilderName: Taylor Morrison C Street 157 Big Spring Terrace Permit Office: 1 8 - 3 9 7 5 SANFORO City, Stale, Zip Sanford , FL , 32771 Permit Number# Owner Jurisdiction: 691500 O AgR DesignLocationFL, Sanford County- Seminole (Florida Climate Zone 2) fME 1. New construction or existing New (From Plans) 9 Wall Types (2706.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1377 00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1098 20 ft2 3. Number of units, if multiple family 1 c Frame -Wood, Adjacent R=13 0 231.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10 Ceiling Types (1277 0 sqft.) Insulation Area 5. Is this a worst cases No a. Under Attic (Vented) R=38.0 1277 00 ftZ 6. Conditioned floor area above grade (ft2) 2391 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11 Ducts R ft2 7. Windows(368 7 sqft.) Description Area a. Sup: Attic, Ret Main, AH: Main 6 427.6 a. U-Factor: Dbl, U=0.34 296 67 ft2 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 72 00 ft2 12 Cooling systems kBtu/hr Efficiency SHGC SHGC=0 32 a Central Unit 420 SEER:15 00 c. U-Factor: N/A flz SHGC 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 42.0 HSPF 8.50 SHGC: Area Weighted Average Overhang Depth: 3.105 ft. Area Weighted Average SHGC: 0 312 14. Hot water systems a. Electric Cap: 50 gallons 8 Floor Types (1277.0 sqft.) Insulation Area EF 0.950 a. Slab -On -Grade Edge Insulation R=0 0 1157 00 ft2 b. Conservation features b. Raised Floor R=19 0 78 00 ft2 None c other (see details) R= 42 00 ft2 15 Credits Pslat Glass/ Floor Area: 0.154 Total Proposed Modified Loads: 70.51 PASS TotalBaselineLoads: 74.26 I hereby certify that the plans and specifications covered by Review of the plans and 4 q 1E ST.4T this calculation are in compliance with the Flond nergy specifications covered by this ti _ _ 0, Code. calculation indicates compliance with the Florida Energy Code. n„' J =' -'', •t+ PREPARED BY: Before construction is completed DATE: 9 12-18 Eric J Holland this building will be inspected for compliance with Section 553.908 I- - 21 I hereby certify that this budding, as designed, is in compliance Florida Statutes. COD withtheFloridaEnergyCyyg L OWNER/ AGE BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 9/ 12/2018 4 36 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot50ThornbrookeSanta Rosa Bedrooms: 4 Address Type Street Address Building Type. User Conditioned Area 2391 Lot # Owner Name. Total Stories: 2 Block/Subdivision. of Units 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Rotate Angle: 0 Street: 157 Big Spring Terrace Permit Office. Cross Ventilation. No County: Seminole Jurisdiction 691500 Whole House Fan: No City, Slate, Zip: Sanford , Family Type: Single-family FL , 32771 New/ Existing: New (From Plans) Comment CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97 5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2391 21997.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2391 21997.2 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor Main ____ ____ 78 ft2 19 0 0 1 2 Floor over Garage Main ---- ---- 42 ft2 19 0 0 1 3 Slab -On -Grade Edge Insulatio Main 117.6 ft 0 1157 ft2 034 0 066 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 1428 ft2 320 ft2 Medium 0.85 N 085 No 0 266 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1277 ft2 N N 9/ 12/2018 4 36 PM EnergyGauge® USA-.FlaRes2017 Section R405 4 1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1277 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall-T.ype Space R-Value—Et In Ft_In Area R_Value Fraction_Absor._Grade%_ 1 W Exterior Frame - Wood Main 13 30 0 9 0 270 0 ft' 0 0.23 06 0 2 W Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280 0 ft' 0 0 0.6 0 3 N Exterior Frame - Wood Main 13 46 6 9 0 418 5 ft' 0 023 06 0 4 N Exterior Concrete Block - Int Insul Main 41 37 6 9 4 350 0 ft' 0 0 06 0 5 NE Exterior Concrete Block - Int Insul Main 4.1 5 8 9 4 52 9 ft' 0 0 0.6 0 6 E Exterior Frame - Wood Main 13 30 0 9 0 270 0 ft' 0 0.23 0.6 0 7 E Exterior Concrete Block - Int Insul Main 41 5 0 9 4 46 7 ft' 0 0 06 0 8 S Exterior Frame - Wood Main 13 46 6 9 0 418.5 ft' 0 0.23 0.6 0 9 S Exterior Concrete Block - Int Insul Main 4.1 39 6 9 4 368.7 ftz 0 0 0.6 0 10 Garage Frame - Wood Main 13 24 9 9 4 231.0 ft' 0 0.23 001 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood Main None 25 2 10 8 22.7 ft' WINDOWS Orientation shown is the entered, Proposed orientation Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low-E Double Yes 034 031 N 30 0 ft' 1 ft 0 in 1 ft 0 in None Exterior 5 2 W 1 Vinyl Low-E Double Yes 034 031 N 40.0 ft' 1 ft 0 in 1 ft 0 in None None 3 W 2 Metal Low-E Double Yes 058 032 N 72.0 ft' 9 ft 0 in 0 ft 0 in None None 4 W 2 Vinyl Low-E Double Yes 034 0.31 N 58 6 ft' 1 ft 0 in 11 ft 8 in None Exterior 5 5 N 3 Vinyl Low-E Double Yes 034 031 N 6 0 ft' 1 ft 0 in 1 ft 0 in None Exterior 5 6 N 3 Vinyl ' Low-E Double Yes 034 031 N 15.0 ft' 1 ft 0 in 1 ft 0 in None Exterior 5 7 N 4 Vinyl Low-E Double Yes 034 0.31 N 9.0 ft' 1 It 0 in 11 ft 8 in None Exterior 5 8 E 6 Vinyl Low-E Double Yes' 034 031 N 30 0 ft' 1 ft 0 in 1 ft 0 in None Exterior 5 9 S 8 Vinyl Low-E Double Yes 034 031 N 45 0 ft' 1 ft 0 in 1 ft 0 in None Exterior 5 10 S 9 Vinyl Low-E Double Yes 034 031 N 39.1 ft' 1 It 0 in 11 ft 8 in None Exterior 5 11 NE 5 Vinyl Low-E Double Yes 034 031 N 24 0 ft' 9 It 4 in 0 ft 4 in None Exterior 5 GARAGE Floor Area Ceding Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 451ft' 451ft' 64ft 8ft 1 9/12/2018 4 36 PM EnergyGaugeO USA - FlaRes2017 Section R405 4 1 Compliant Software Page 3 of 5 FORM R405-2017 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000409 25663 14089 264.96 .3678 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 42 kBtu/hr 1 Sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER- 15 42 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply ---- V # Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 427 6 ft Main 106.9 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat. Y Coolin Jan Feb [ Mar Heating lX Jan Feb IX} Mar VenUn [ Jan Feb X Mar Ceiling Fans. A r IMa Jun X Jul X Au X Se [ ] Oct Nov Jun Jul l Auf Sep [ ] Oct lNovAr [ Ma Jun Jul [ Aug [ Se [X] Oct [X]1 Novl Apr l May Xj Dec lXDec 1] Dec 9/ 12/2018 4 36 PM EnergyGaugeO USA - FlaRes2017 Section R405 4 1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule• HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/12/2018 4 36 PM EnergyGauge® USA - FlaRes2017 Section R405 4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the Energy Performance Index, the more efficient the home. 1 New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5 Is this a worst case? 6. Conditioned floor area (ft' 7. Windows" Description a U-Factor: Dbl, U=0.34 SHGC. SHGC=0.31 b U-Factor: Dbl, U=0.58 SHGC. SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Factor N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 157 Big Spring Terrace, Sanford, FL, 32771 New (From Plans) 9. Wall Types Insulation Area Single-family a Frame - Wood, Exterior R=13.0 1377.00 ft' b Concrete Block - Inl Insul, Exterior R=4.1 1098.20 ft 1 c. Frame - Wood, Adjacent R=13.0 231 00 ft' 4 d N/A R= ft' 10 Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1277.00 ft' 2391 b N/A R= ft' c N/A R= ft' Area 11. Ducts R ft' 296.67 ft' a. Sup, Attic, Ret: Main, AH• Main 6 4276 72.00 ft' 12 Cooling systems kBtu/hr Efficiency ft' a. Central Unit 42.0 SEER:15.00 99. 3 105 ft. 0.312 8 Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1157.00 ft' b. Raised Floor R=19 0 78 00 ft' c. other (see details) R= 42 00 ft' 13 Heating systems a. Electric Heat Pump 14 Hot water systems a Electric b Conservation features None 15 Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Ot a new EPL Display Card will be completed based on installed Cod lia eatures. Builder Signatur Date: Cj i S I pp kBtu/hr Efficiency 42.0 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat y0jOP—ST,91 O.n Address of New Home: ct\C "c City/FL Zip: / FI 07 ) 0U 1) Wf Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/12/2018 4 36 PM EnergyGauge® USA - FlaRes2017 - Section R405 4 1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: LotMhombrookeSanta... 41 DEL-AIR Date: 6/4/2014 HiATRIC - w CONDMONING Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL-AIR.COM For: TAYLOR MORRISON 157 Big Spring Terrace Design Conditions Outdoor design DB: 92.5°F Sensible gain: 32297 Btuh Entering coil DB: 76.5°F Outdoor design WB- 76.3°F Latent gain- 5782 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 38078 Btuh Indoor RH. 50% Estimated airflow: 1400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-21+CBA27UHE-042-230*++TDR Actual airflow: 1400 cfm Sensible capacity: 32678 Btuh 101 % of load Latent capacity: 7031 Btuh 122% of load Total capacity: 39709 Btuh 104% of load SHR: 82% Design Conditions Outdoor design DB: 41.7°F Heat loss: 26040 Btuh Entering cod DB: 69.5°F Indoor design DB- 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-21+CBA27UHE-042-230*++TDR Actual airflow: 1400 cfm Output capacity: 38933 Btuh 150% of load Capacity balance: 29 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type Elec strip Manufacturer: Model - Actual airflow: 1400 cfm Output capacity: 8.0 kW 105% of load Temp. rise. 17 °F Meets all requirements of ACCA Manual S. WrightsOft- 2018-Sep-12 16 43 27 1—. .... .....- Right-Smle® Universal 2018 18 0 27 RSU24018 Page 1 ACCA . keSantaRosaGLE\Lot50ThombrookeSantaRosaGLE rup Calc = MJ8 House faces E DEL --AIR Component Constructions HEATING •AIR CONDn1UNPIG Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web. WWW.DEL-AIR COM Job: LDate: 6/4/2014ombrookeSanta... 12014By: FJF Project Information For: TAYLOR MORRISON 157 Big Spring Terrace Design Conditions Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 95 ft Design TD (°F) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: Daily range (°F) 17 ( M) Method Simplified Wet bulb (°F) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain M BIuhM'-'F ft'-'F/Btuh BtuhM' Btuh BWh/ft' Btuh Walls 12C- Osw. Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 398 0.091 13.0 2.58 1024 2.34 931 fnsh, 2"x4" wood frm, 16" o c. stud a 240 0.091 130 258 618 234 562 13A- 2ocs Partitions 12C- Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" ox stud s 374 0.091 13.0 2.58 962 2.34 875 w 200 0.091 130 258 515 2.34 469 all 1211 0.091 13.0 2.58 3119 2.34 2838 n 341 0.143 4.1 4.05 1379 2.80 953 ne 30 0.143 4.1 4.05 122 2.80 84 e 47 0.143 4.1 4.05 189 2.80 130 s 330 0.143 4.1 4.05 1334 2.80 922 w 150 0.143 4.1 4.05 606 2.80 418 all 897 0.143 4.1 4.05 3629 2.80 2507 208 0.091 13.0 2.58 536 1.44 300 Windows 2A- 2ov 2 glazing, clr low-e outr, air gas, vnl frm mat, clr Innr, 1/4" gap, n 1/ 8" thk, NFRC rated (SHGC=0.31); 1 ft overhang (3 ft window ht, 1 ft sep ), 6.67 ft head ht 2A- 2ov 2 glazing, clr low-e outr, air gas, vnl frm mat, clr Innr, 1/4" gap, n 1/ 8" thk, NFRC rated (SHGC=0.31), 1 ft overhang (5 ft window ht, 1 ft e sep.), 6 67 ft head ht s w w all 2A- 2ov 2 glazing, clr low-e outr, air gas, vnl frm mat, clr Innr, 1/4" gap, n 1/ 8" thk, NFRC rated (SHGC=0.31), 1 ft overhang (4 2 ft window ht, 11. 67 ft sep.); 6.67 ft head ht 10C- v 2 glazing, clr low-e outr, air gas, vnl frm mat, clr Innr, 1/4" gap, ne 1/ 8" thk, NFRC rated (SHGC=0.31); 9.33 ft overhang (8 ft window ht, 0. 33 ft sep.), 6.67 ft head ht 6 0.340 0 9.62 58 12.4 75 15 0.340 0 962 144 12.4 187 30 0.340 0 962 289 35.7 1072 45 0 340 0 9.62 433 12.6 568 30 0 340 0 9.62 289 357 1072 40 0 340 0 9.62 385 357 1429 160 0 340 0 9.62 1540 27.0 4327 9 0 340 0 9.62 88 124 113 23 0 340 0 9.62 218 190 430 wrightsoft', 2018-Sep-12 16 43 27 Right - Suite® Universal 2018 18 0 27 RSU24018 Page 1 keSantaRosaGLE\ Lot50ThornbrookeSantaRosaGLE rup Calc = MJ8 House faces E 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 39 0.340 0 9.62 374 13.9 541 1/8" thk, NFRC rated (SHGC=0.31); 1 ft overhang (6.3 ft window ht, w 58 0.340 0 9.62 561 35.7 2082 11.67 ft sep.), 6.67 ft head ht all 97 0.340 0 9.62 935 27.0 2623 2A-2omd 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 72 0.580 0 16.4 1182 18.4 1328 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32), 9 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO. Door, wd sc type n 23 0.390 0 11.0 250 12.0 272 Ceilings 166-38ad, Attic ceiling, asphalt shingles roof mat, r-38 ceil Ins, 1/2" 1277 0.026 38.0 0.74 939 1.41 1801 gypsum board int fnsh Floors 20P-19t Flr floor, frm fir, 12" thkns, r-19 cav ins, amb ovr 78 0.050 190 1.41 110 0.71 55 20P-19t Flr floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 42 0.050 190 1.41 59 0.71 30 22A-tpl: Bg floor, light dry soil, on grade depth 118 0.989 0 28.0 3291 0 0 Fk Wright50ft" 201B-Sep-12164327 Right -Su te® Universal 2018 18 0 27 RSU24018 Page 2 14r—Cl' keSantaRosaGLE\Lot50ThornbrookeSanlaRosaGLE rup Cali: = MJ8 House faces E Project Summary Job: Lot78ThombrookeSanta... DEL --AIR Date: 6/4/2014 HEAMC • AIR Co 1Urrro u1G Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW.DEL-AIR COM For: TAYLOR MORRISON 157 Big Spring Terrace Notes: RVSD 6/6/16 JA;LS 2/21/17 JA;REDLINE 11-2-17 JA; LS 11/14/17 JA;Is 2/9/18 JA-ILS 3/13/18 JA-ILS 5/12/18 JA; 8-22-18 EJH Weather: Orlando Intl AR FL, US Winter Design Conditions Outside db 42 'F Inside db 70 'F Design TD 28 'F Heating Summary Structure 20678 Btuh Ducts 5362 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 26040 Btuh Infiltration Summer Design Conditions Outside db 93 F Inside db 75 F Design TD 18 F Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 24652 Btuh Ducts 7645 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 32297 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4254 Btuh Ducts 1528 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2) 2391 239g Equipment latent load 5782 Btuh Volume (ft') 22293 22293 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 38078 Btuh Equiv. AVF (cfm) 152 78 Req. total capacity at 0.75 SHR 3.6 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model 14HPX-042-230-21 Cond 14HPX-042-230-21 AHRI ref 10258591 Coll CBA27UHE-042-230`++TDR AHRI ref 10258591 Efficiency 8.5 HSPF Efficiency •12.5 EER, 15 SEER Heating Input Sensible cooling 31500 Btuh Heating output 42000 Btuh @ 47'F Latent cooling 10500 Btuh Temperature rise 27 'F Total cooling 42000 Btuh Actual air flow 1400 cfm Actual air flow 1400 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 In H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 29 'F Backup Input = 8 kW, Output = 27292 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018-Sep-12 16 43 27 Right-Suite(g) Universal 2018 18 0 27 RSU24018 Page 1 keSantaRosaGLE%Lol5DThornbrookeSantaRosaGLE rup Calc = MJ8 House laces E PDEL-AIR Right-M Worksheet COMT101°"° Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fatr 407-333-3853 Web WWW DEL -AIR COM Job: Lot78TInombrookeSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 270.6 it 9.2 ft 2434.5 ft' family rm 32 0 it 9.3 ft heat/cool 150 x 170 ft 255.0 ft' Ty Construction number U-value Btuh/ft'--'F) Or HTM Btuh/ftl Area (ft or perimeter (it) Load Btuh) Area (ft or perimeter (ft) Load Btuh) Heat Cod I Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 tl12C- 0sw IWI t --G 2A-2ov 2A-2ov 13A-2ocs 2A-2ov 0.091 0.340 0.340 0.143 0.340 n n n_ n n 2.58 9.62 9.62 4.05 9.62 2.34 12.44 12.44 419 6 15 398 0 0 1024 58 144 931 75 187 0 0 00 0 0 0 0 0 0 0 0 2.80 12.44 350 9 341 0 1379 88 953 113 0 0 0 0 0 0 0 0 T--G 13A-2ocs 10C-v 0.143 0.340 ne ne 4.05 9.62 2.80 18.97 53 23 30 0 122 218 84 430 0 0 0 00 0 0 0 IW G_ W 12C-0sw 2A-2ov 0.091 0.340 a e 2.58 9.62 4.05 2.58 9.62 4.05 9.62 2.58 962 9.62 4.05 16.41 9.62 2.34 35.73 280 2.34 12.61 270 30 47 419 45 240 0 618 289 562 1072 130 875 568 922 541 469 1072 1429 0 0 0 0 0 0 0 0 13A-2ocs 0.143 a 47 374 40 189 962 433 0 0 0 0 0 0 0 0 00 0 0 jt-C_' IWI G W 12C-0sw W 12C-0Os 2A-2_ov 0.091 0.340 0.143 0, 340 0.091 0 340 0 340 0 143 0.580 0 340 s s Ts' s- w w w w w w 13A-2ocs 2A-2ov 2A-2ov 2B-2fv 13A-2ocs 2A-2omd 2_A-2_w 2.80 13.92 2.34 35.73 35.73 2.80 18.44 3573 369 39 270 30 40 330 0 1334 374 515 289 385 159 0 159 00 642 443 0 200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 280 72 58 150 67 0 606 1182 561 418 1328 2082 140 72 0 68 67 0 275 1182 0 190 1328 0 PI L--D 12C-0sw 11DO 0.091 0.390 n 258 11.04 144 11.99 231 23 208 23 536 250 300 272 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.74 1,41 1277 1277 9_39 110 18.01 55 0 0 0 0 0 0 0 0F20P-19t 0.050 1.41 0.71 78 78 F F 201P-19t 0.050 1.41 0.71 42 42 59 30 0 255 0 32 0 896 0 022A-tpl 0.989 27.99 000 1158 118 3291 0 6 c) AED excursion 2658 1365 Envelope loss/gain 15952 19355 2994 3326 12 a) Infiltration b) Room ventilation 4726 0 1497 0 570 0 181 0 13 Internal gains Occupants @ 230 Appliances/other 6 1380 2420 4 920 0 Subtotal (lines 6 to 13) 20678 24652 3564 4426 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 126% 31% 0 0 0 20678 5362 0 0 0 24652 7645 26 % 31 % 0 0 0 3564 9241 0 0 0 4426 1373 Total room load Air required (cfm) 26040 1400 32297 1400 4489 241 5799 251 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed 2018-Sep-12 16 43 27 Right-Suite(g) Universal 2018 18 0 27 RSU24018 Page 1 keSantaRosaGLE\Lot50ThornbrookeSantaRosaGLE.rup Calc = MJ8 House faces E DEL --AIR Right-J® Worksheet IKAT=-"'ma Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web WWW.DEL-AIR COM Job: Lot78ThombrookeSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr rm 29 0 ft 9 3 ft heat/cod 15 0 x 14.0 ft 210 0 ft' mstr bth 11 5 ft 9.3 ft heat/cod 1 0 x 91 0 ft 91.0 ft' Ty Construction number U-value Btuh/ft-*F) Or HTM Btuh/ft') Area (ft') or perimeter (ft) Load Btuh) Area (ft or penmeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 tl 12C-0sw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 2.56 962 962 234 12.44 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 WjL_G 13A-2ocs 2A-20v 0.143 0340 n n 4.05 9.62 2.80 12.44 131 0 131 0 529 0 365 0 107 0 107 0 434 0 300 0 T-G10_C-v W 13A-2ocs 12C-0sw 2A-2ov 13A-2ocs 12C-0sw 0.143 0.34_0 0.091 0.340 0.143 0.091 0.340 ne ne e e 4.05 9.62 2 58 962 4.05 258 2.80 1.8.97 2.34 35.730 280 2.34 12.61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W_ j G_ e_ s s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W L--G_ 2A-2ov 13A-2ocs 2A-2oy 12C-0sw 2A-2ov 2B-2fv 13A-2ocs 2A-2omd 2A-2ov _ _ 0.143 0.340 0.091 0.340 0.340 0.143 0.580 0.340 0.091 0390 s s_ w w w w w w in 9.62 4.05 9.62 2.58 9.62 9.62 4.05 16.41 9.62 2.58 11.04 2.80 13.92 2.34 3573 35.73 2 80 1844 35 73 144 1199 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 W IW I c I- G_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 140 0 58 0 0 82 0 0 331 0 561 0 0 228 0 2082 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 12C-0sw 11DO 0 0 0 0 0 0 0 0 0 0 C_ F 168-38ad 20P-19t 0.026 0 050 0.74 1.41 1.41 071 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F F 20P-19t 22A-tpl 0.050 6989 1.41 27.99 071 0.60 0 210 0 0 0 0 0 0 0 29 812 0 91 12 322 0 6 c) AED excursion 781 18 Envelope loss/gain 2232 3457 756 282 12 a) Infiltration b) Room ventilation 517 0 164 0 205 0 65 0 13 Internal gains Occupants @ 230 Appliances/other 1 230 600 0 0 0 Subtotal (lines 6 to 13) 2748 4450 961 347 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 26% 31%1 0 0 0 2748 713 0 0 0 4450 1380 26% 31%1 0 0 0 961 249 0 0 0 347 108 Total room load Air required (cfm) T3461186 5830 253 1210 65 455 20 Calculations aDDroved by ACCA to meet all reoulrements of Manual J 8th Ed Fj-§- 2018-Sep-12 16 43 27 Right -Suite® Universal 2018 18 0 27 RSU24018 Page 2 keSantaRosaGLE\Lot50ThornbrookeSantaRosaGLE rup Calc = MJS House faces E DEL --AIR Right-J® Worksheet WAYM-=COMMON= Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM Job: Lot78ThombrookeSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area utility 60 ft 9.3 ft heat/cod 6.0 x 6.0 ft 36.0 ft' pwdr 10 5 ft 9.3 ft heat/cool 6.0 x 55 ft 33 0 ft' Ty Construction number U-value Btuh/ft?'F) Or HTM Btuh/ft') Area (ft') or perimeter (ft) Load Btuh) Area (W) or penmeter (ft) Load Bluh) Heat I Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6\ J j12C- 0sw 11 0 091 0.340 0.340 0.143 0 340 n n n n n 2.58 9 62 9.62 405 9.62 2.34 12.44 12.44 2.80 12.44 v v G 2A-2ov 2A-2ov 13A-2ocs 2A-2ov 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 56 0 227 0 157 0 51 9 42 0 171 88 118 113 13A-2ocs 10C-v 0 143 0.340 ne ne 405 9.62 2.80 18.97 2.34 35.73 2.80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IW G_ W 12C-0sw 2A-2ov TA-2ocs 0.091 0 340 6.143 e e e 258 962 4 OS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.8.9 0 0 13000004747 N I--G_ IW G W W PI 12C-0sw 2A-2_ov 13A-2ocs 2A-2ov 12C-0sw 2A-2ov 2B-2fv _ 13A-2ocs 2A-2omd 2A-2ov 12C-0sw 11DO 0.091 0_ 340 0.143 0.340-s- 0.091 0.340 0.340 0.143 0.580 0.340 0.091 0.390 s s s w w w w w w_ n 2.58 9.62 4.05 9.62 2.58 9.62 9.62 4.05 16.41 9.62 2.58 11 04 2.34 12 61 2.80 13.92 2.34 35.73 35.73 280 1844 35.7_3 144 11 99 0 0 0 0 0 00 0 0 0 0 0-0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-7- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 166-38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.41 071 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.41 071 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0 00 36 6 168 0 33 11 294 0 r 6 c) AED excursion 39 21 Envelope loss/gain 394 118 741 341 12 a) Infiltration b) Room ventilation 107 0 34 0 187 0 59 0 13 Intemal gains Occupants @ 230 Appliances/other 0 0 600 0 0 0 Subtotal (lines 6 to 13) 501 752 928 400 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 26% 31% 0 0 0 501 130 0 0 0 752 233 26% 1 31 % 0 0 0 928 241 0 0 0 400 124 Total room load Air required (cfm) 631 34 985 43 1169 63 524 23 Calculations aooroved by ACCA to meet all reaulrements of Manual J 8th Ed wrigFstsoft- 2018-Sep-I2 16 43 27 Right-Suite(E) Universal 2018 18 0 27 RSU24018 Page 3 keSantaRosaGLE\Lot50ThornbrookeSantaRosaGLE rup Calc = MJ8 House faces E DEL -AIR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW.DEL-AIR COM Job: Lot78ThombrookeSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr we 0 ft 93 ft heat/cool 3.5 x 65 ft 22 8 ft' mstr wic 0 ft 9.3 ft heat/coal 5.5 x 10.0 ft 55 0 ft' Ty Construction number U-value Btuh/ftt-F) Or HTM Btuh/ft Area (ft') or perimeter (ft) Load Btuh) Area (ft or perimeter (ft) Load Btuh) Heat cool Gross N/P/S Heat Cod Gross N/P/S Heat cod 6 11 W 12C-0sw 2A-2ov 2A-_2ov 13A-2ocs 2A-2ov 0.091 0.340 0.340 0 143 0.340 n n n_ n n 2.58 9.62 9.62 405 9.62 2.34 12.44 12.44 2.80 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 T_G_ _ 13A-2ocs 10C-v 0.143 0.340 ne ne 4.05 9.62 2.80 18.97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q IW C' W_ 12C-0sw 2A-2av 6.091 0.340 a 2.58 9.62 4.05 2.34 35.73 2.80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1_3A_2ocs 0.143 e a 0 0 0 0 12C-0sw 0.091 0.340 0.143 0.340 0.091 0.340 0.340 s s s s_ w w w 2.58 9.62 4.05 9.62 2.58 9.62 9.62 4.05 16.41 9.62 2.58 11.04 2.34 1261 2.80 13.92 234 35.73 35.730 2 80 18.44 35.73 1.44 11 99 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 WI G W W PI 2A-2av 13A-2ocs 2A-2ov 12C-0sw 2A-2ov 2B-2fv 13A-2ocs 2A-2omd 2A-2ov 12C-0sw 11DO 0 0 0 0 0 0 0 0 0 0 0 0 p 0 o 0 0 00 0 Q 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.143 0.580 0.340 0 091 0.390 w w wV- n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C , 0.026 0.74 1.41 0 0 0 0 0 0 0 0 F 168-38ad 20P-19t 0.050 1.41 071 0 0 0 0 0 0 0 0 F 2015-19t 0.050 1.41 0.71 0 0 D 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 23 0 0 0 55 00 0 6 c) AED excursion 0 0 Envelope loss/gain 0 0 0 0 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Intemal gains Occupants @ 230 Appliances/other 0 0 10 0 0 10 Subtotal (lines 6 to 13) 0 10 0 10 14 Less external load Less transfer Redistribution Subtotal Duct loads 260/ 31%1 0 0 0 0 0 0 0 0 10 3 26% 31% 0 0 0 0 0 0 0 0 10 3 r Total room load Air required (cfm) 1 0 0 12 1 0 0 12 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. PJW- 2018-Sep-12 16 43 27 A Right -Suite® Universal 2018 18.0.27 RSU24018 Page 4 keSantaRosaGLE\Lot50ThornbrookeSanlaRosaGLE rup Calc = MJ8 House faces E RDEL--AIR Right-J® Worksheet 1E1r1MO' "" CONWT101°S Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM Job: Lot78ThombrookeSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area dining rm 10.0 ft 9.3 ft heat/cod 150 x 10.0 ft 150 0 ft' kitchen 18.6 ft 9.3 ft heat/cool 1 0 x 305.0 ft 305 0 ft' Ty Construction number U-value Btuh/ft;-F) Or HTM Btuh/ft') Area (ft') or perimeter (ft) Load Btuh) Area (ft or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat cod Gross N/P/S Heat cod 6 12COsw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 2.58 9.62 9.62 234 12.44 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 IWI t- _G 13A-2ocs 2A-2ov 0 143 0.340 n n 4.05 9.62 280 1244 0 0 0 0 0 0 0 0 5 0 5 0 19 0 13 0 W l-C,_ 13A-2ocs IDC-v 0 143 0_340 CIAO .091 0.340 0.143 009 0.340 0.143 0.340 0 091 0 340 0.340 0.143 0.580 0.340 ne ne_ a e e_ s s_ s s_ w w 4.05 9.62 2.58 962 4.05 2.58 9.62 4.05 9.62 2.58 9.62 9.62 2.80 18_97 2 34 3573 2 80 2.34 12 61 T 2.80 13.92 2.34 35.73 35.73 0 0 0 0 0 0 0 0 53 23 30 0 122 218 84 430 W Wes_ 12C-0 2A-2ov 13A-2_ocs 12C-0sw 2A-2ov 13A-2ocs 2A-2ov 2A-2ov 2B-2fv 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IW G-. 93 39 0 0 0 54 0 220 37_4 0 0 0 152 541 0 0 0 117 0 117 0 472 0 326 0 W 12C-0sw IWI ^ G1-- G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-20md 2A-2ov w w w w 4.05 16.41 9.62 2.80 18.44 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pf L-D 12C-0sw 11DO 0 091 0.390 n 2.58 1104 1.44 1199 0 0 0 0 0 0 0 0 231 23 208 23 536 250 300 272 C_ F 1613-38ad 0.026 0.050 0.74 1.41 1.41 0.71 0 0 0 0 0 0 0 20P-19t 0 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.41 27.99 0.71 0.00 0 0 0 280 0 0 0 305 0 0 0 F 22A-tpl 0 989 150 10 19 520 0 6 c) AED excursion 37 134 Envelope loss/gain 874 730 2137 1291 12 a) Infiltration b) Room ventilation 178 0 56 0 332 0 105 0 13 Internal gains Occupants @ 230 Appliances/other 1 230 0 0 0 1200 Subtotal (lines 6 to 13) 1052 1017 2469 2596 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 26% 31% 0 0 0 1052 273 0 0 0 1017 315 26% 1 31% 0 0 0 2469 540 0 0 0 2596 805 Total room load Air required (cfm) 1325 71 1332 58 3110 167 3402 147 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed f*- w igtitsoT- 2018-Sep-12 16 43 27 A Right -Suite® Universal 2018 18 0 27 RSU24018 Page 5 keSantaRosaGLE\Lot50ThornbrookeSantaRosaGLE rup Calc = MJ8 House faces E jDEL--AIR Right-J® Worksheet MATM.WCONMO1 M Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW.DEL-AIR COM Job: Lot78ThombrookeSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area game m1 32 0 ft 9.0 ft heat/cod 15.0 x 170 ft 255.0 ft' rm 2 26 0 ft 9.0 ft heat/cool 150 x 11 0 ft 165.0 ft' Ty Construction number U-value Btuh/ft"F) Or HTM Stuh/ft2) Area (ft or perimeter (ft) Load Btuh) Area (ft or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 V11/ 12C-0sw 2A-2ov 0.091 0.340 0.340 0.143 0.340 n n n n n 2 58 9.62 9.62 405 962 2 34 12.44 12 44 2.80 1244 0 0 0 0 0 0 0 0 0 0 0 0 99 0 0 99 0 0 255 0 0 232 0 0 jt-G 2A-2ov 13A-2ocs 2A-20v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1M L_-G_ 13A-2ocs 10C-v 0.143 0.340 ne ne 4.05 962 2.80 1897 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W L-G 12C-0sw 2A-2ov 0.091 0.340 a a 2.58 9.62 4.05 2.34 35.73 2.80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W13A-29cs 0.143 e 12C-0sw 2A-2ov 0.091 0, 340 0.143 0.340 0 091 0.340 0.340 s s s_ w w w 2.58 962 4.05 9.62 2.58 9.62 9.62 4.05 16.41 9.62 2.58 11.04 2.34 12 61 2.80 1392 2.34 35.73 35.73 2-80 18.44 35.73 1.44 11.99 153 0 153 0 394 0 359 0 0 0 0 0 0 0 0 0 W W 13A-2ocs 2A-2ov 12C-0sw 2A-2ov 2B-2fv 0 0 0 4 0 0 0 0 0 0 135 30 0 0 0 0 135 0 40 95 0 0 245 0 385 223 0 14290 0 105 0 00 0 270 289 246 1072 0 W P 13A-2ocs 2A-20md 2A-2ov 12C-0sw 11DO 0.143 0 580 0.340 0091 0390 w w w_ n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.74 1.41 255 255 188 360 165 165 121 233 F 20P-19t 0 050 1.41 0.71 0 0 0 0 0 0 0 0 F F 20P-19t 22A-4pl 0 050 1.41 0.71 0 0 0 0 0 0 0 0 0 989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 535 400 Envelope loss/gain 1211 2905 935 2183 12 a) Infiltration b) Room ventilation 550 0 174 0 447 0 142 0 13 Internal gainsOccupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 1761 3079 1382 2324 14 Less external load Less transfer Redistribution Subtotal Duct loads 26% 31%1 0 0 0 1761 457 0 0 0 3079 955 26% 31% 0 0 0 1382 358 0 0 0 2324 721 r Total room load 1 Airrequired (cfm) 1 2218 119 4034 175 1741 94 3045 132 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft- 2018-Sep-12 16 43 27 Right- Sude® Universal 2018 18 0 27 RSU24018 Page 6 keSantaRosaGLE\ Lot50ThornbrookeSantaRosaGLE rup Calc = MJ8 House faces E DEL --AIR Right-JO Worksheet r"°'=COMMI M Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM Job: Lot78ThombrookeSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bth 2 8.0 ft 90 It heat/cod 60 x 80 ft 48 0 ft' blh 3 12 0 ft 9 0 It heat/cool 6.0 x 120 ft 72 0 ft' Ty Construction number U-value Btuh/W[ *F) Or HTM Bluh/ft Area (ft') or perimeter (ft) Load Btuh) Area (fl) or penmeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 11 tl jt-G 155 75 0 108 0 0 12C-0sw 2A-2ov 2A-2ov 13A-2ocs 2A-2ov 0.091 0.340 0.340 n n n n n 2.58 9.62 9.62 2.34 12.44 12.44 72 6 0 66 0 0 170 58 0 108 0 0 278 0 0 253 0 0 0 143 0.340 4.05 9.62 2.80 12.44 0 0 0 0 0 0-0- 0 0 0 0 0 0 0 0 0 VU G 13A-2ocs 10C-v 0.143 0.340 ne ne 4.05 9.62 2.80 18.97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W' 12C-0sw 2A-2ov 0 091 0 340 0.143 e e e_ s s 258 962 4.05 2.58 962 2.34 35.73 2.80 2.34 12_61 280 13.92 2.34 35.73 3573 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 013A-2ocs 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0jt-G_ W W 12C-0sw 2A-2ov 13A-2ocs 2A-2ov 12C-0sw 2A-2av 2B-2fv 0.091 0.340 0 0 0 0 0 0 0.143 0.340 0.091 0.340 0.340 s w w w_ 4.05 962 2.58 962 9.62 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W P 13A-2ocs 2A-2omd 2A-2ov 0.143 0.580 0.340 w w w 4.05 16.41 9.62 2.80 18.44 35 73 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 12C-Osw 11DO 0.091 0.390 n 2.58 11.04 144 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.74 1_41 48 48 35 0 68 0 72 0 72 53 102 DF20P-191 0 050 1.41 0.71 0 0 0 0 F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 0 0 0 0 0 0 6 c) AED excursion 17 21 Envelope loss/gain 263 280 331 334 12 a) Infiltration b) Room ventilation _ 137 0 44 0 206 0 65 0 13 Internal gains Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 401 324 537 399 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 26% 31 % 0 0 0 401 104 0 0 0 324 100 26% 31% 0 0 0 537 139 0 0 0 399 124 Total room load Air required (cfm) 504 27 424 18 677 36 523 23 Calculations aDDroved by ACCA to meet all reaulrements of Manual J 8th Ed wrigl-stsoft- 2018-Sep-12 16 43 27 4C A """""" -'"' •--" Right-Sude® Universal 2018 18.0 27 RSU24018 Page 7 keSantaRosaGLE\Lot50ThornbrookeSantaRosaGLE rup Calc = MJ8 House faces E DEL -AIR Right-JO Worksheet 1F1Q1'- M CO NTIOMM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web WWW DEL -AIR COM Job: Lot78ThombrookeSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rin 4 33 0 ft 9 0 ft heat/cod 1 0 x 161 8 ft 161 8 ft2 rm 3 wic 4.0 ft 9.0 ft heat/cool 4.0 x 50 ft 20.0 ft' Ty Construction number U-value Btuh/ft2-'F) Or HTM Btuh/ft2) Area (W) or penmeter (ft) Load Btuh) Area (ft) or perimeter (ft) Load Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 12C-0sw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 12.44 12.44 108 0 15 93 0 0 240 0 144 218 0 187 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-2ocs 2A-2ov 0.143 0.340 n n 4.05 9.62 2.80 1244 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W IW G_ 13A-2ocs 10C-v 0.143 0.340 0.091 0.340 0.143 0.091 0.340 ne ne_ a e e_ s s 4.05 9.62 2.58 962 4.05W 2.58 962 2.80 18.97 2.34 35.73 2.80 2.34 12.61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 2A-2ov 13A-2ocs 126 15 111 0 286 144 0 260 536 36 0 36 0 0 93 0 84 0 W 0' 63 0 0 0 0 0 0 12C-0sw 2A-2ov 63 0 162 0 148 0 0 0 0 0 0 0 0 0 IW-- - G..2A 13A-2ocs 2ov 12C-0sw 2A-2ov 2B-2fv 0.143 0.340 0.091 0 340 0.340 s s- w w w 4.05 9.62 2.58 9.62 9 62 4.05 16.41 9.62 258 11 04 0.74 141 T2.80 13.92 2.34 35.73 35.73 2.80 18.44 35.73 1.44 11 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IW I--ci I P r---D 13A-2ocs 2A-20md 2A-2ov 12C-0sw 11DO 168-38ad 20P-19t 0.143 0 580 0.340 0 091 0 390 0.026 0 050 w w w n 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 162 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C F 1.41 0.71 162 119 228 20 20 15 28 78 78 110 55 0 0 0 0 F , 20P-19t 0 050 0.989 141 2799 0.71 000 29 0 29 0 41 0 21 9 9 13 7 F 22A40 0 0 0 0 0 6 c) AED excursion 90 7 Envelope loss/gain 1246 1562 120 112 12 a) Infiltration b) Room ventilation 567 0 180 0 69 0 22 0 13 Internal gains Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1813 1742 189 134 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 126% 31%1 0 0 0 1813 470 0 0 0 1742 540 26% 31% 0 0 0 189 49 0 0 0 134 42 Total room load Air required (cfm) 2284 123 2282 99 238 13 175 8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgtitsoTt 2018-Sep-12 16 43 27 AC A """""- '-"""-""-'• Right-Suite(F) Universal 2018 18 0 27 RSU24018 Page 8 keSantaRosaGLE\Lol50ThornbrookeSantaRosaGLE rup Calc = MJ8 House faces E DEL --AIR Right-J® Worksheet 1E1T=-AM CON11T101M Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fau 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot78ThombrookeSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 3 24.0 ft 9.0 ft heat/cod 120 x 12.0 ft 144 0 ft' m1 5 10 5 ft 9.0 ft heat/cool 15.0 x 105 ft 157.5 ft' Ty Construction number U-value Btuh/fti'F) Or HTM Btu[/ft') Area (ft') or perimeter (ft) Load Btuh) Area (ft or perimeter (ft) Load Btuh) Heat cod Gross N/P/S Heat cod Gross N/P/S Heat cod 6 11 v v 12C-0sw 2A-2ov 2A-2ov 13A-2ocs 2A-2ov 0.091 0.340 0.340 n n n 2.58 9.62 9.62 405 962 2.34 12.44 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.143 0 340 n n 2.80 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W I-i 13A-2ocs 10C-v 0.143 0.340 ne ne 4.05 962 2.80 1817 0 0 0 0 93 0 0 0 240 144 0 240 144 0 0 218 5_36 0 0 0 0 0 0 0 0 0 Wi C_i W 12C-0sw 2A-2ov 13A-2ocs 0.091 0 340 e a 258 9_62 4.05 2.58 9 62 4.05 9.62 2.58 9 62 9.62 2.34 35.73 2.80 234 1.2_61 280 1192 2.34 35.73 3573 108 15 0 0 0 0 0 0 0 0.143 0.091 0.340 0.143 0.340 0 091 0 340 0.340 0 143 0.580 0 340 e_ s s s s_ w w w 0' 108 15 0 93 1_3 0 95 30 0 65 2.6 0 166 289 0 0_ 0 0 151 378 0 0 j G 12C-0sw 2A-2ov 13A-2ocs 2A-2ov 2A-2ov 2B-2fv 13A-2ocs 2A-20md 2A-2ov 218 189 IW G W 12C-0sw W 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 w w w 4.05 16.41 9.62 280 18.44 35.73 0 0 0 0- 0 0 0 0 0 0 0 0 0 0" 0 0 0 0 0 0 0 0 0 0 PI L-D 12C-0sw 11DO 16B-38ad 0 091 0 390 0.026 0 050 0.050 n 2.58 11.04 1 44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.74 1.41 1.41 0.71 144 0 144 0 106 0 203 158 158 0 116 0 222 0F F 20P-19t 20P-19t 0 0 1.41 0.71 3 0 3 0 4 0 2 0 0 0 0 0_ 0F22A-lpl 0.989 27.99 0.00 0 0 0 6 c) AED excursion 73 19 Envelope loss/gain 878 1293 571 733 12 a) Infiltration b) Room ventilation 412 0 131 0 180 0 57 0 13 Intemal gains Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1291 1424 751 790 14 15 Less external load Less transfer Redistnbution Subtotal Duct loads 26% 31% 0 0 0 1291 335 0 0 0 1424 441 26% 31% 0 0 0 751 195 0 0 0 790 245 Total room load Air required (cfm) 1625 87 1865 81 946 51 1035 45 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrigF tsoTY- 2018-Sep-12 16 43 27 4C A Right -Suite® Universal 2018 18 0 27 RSU24018 Page 9 keSantaRosaGLE\Lot50ThornbrookeSantaRosaGLE rup Calc = MJ8 House faces E DEL -AIR Right-J® Worksheet NUTM - AM COM"1 ONM Entire House DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR COM Job: Lot78ThombrookeSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area stairs 3. 5 ft 9. 0 ft heat/cool 1 0 x 253 5 ft 253 5 ft' Ty Construction number U- value Btuh/ 112'F) Or HTM i Btuh/ ft') Area ( ft') or perimeter (ft) Load Btuh) Area I or perimeter Load Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-0sw 2A- 2ov 2A- 2ov 0. 091 0. 340 0. 340 n n n 2. 58 9. 62 9. 62 2 34 12. 44 12. 44 32 0 0 32 0 0 81 0 0 74 0 0 11 j 13A- 2ocs 2A- 2ov 0. 143 0. 340 n n 4. 05 9. 62 2. 80 12. 44 0 0 0 0 0 0 0 0 t13A- 2ocs G_ W 10C- v 0. 143 0. 340 ne ne 4. 05 9. 62 2. 80 18 97 2. 34 35. 73 2. 80 2 34 1. 2.61 2. 80 13. 92 2. 34 3573 35. 73 2. 80 18. 44 35. 73 0 0 0 0 0 0 0 0 12C- 0sw 2A- 2av 1_ 3A-2ocs _ 12COsw 2A- 2ov 13A- 2ocs 2A72ov 12C- 0sw 2A- 2ov 2B- 2fv 0. 091 0 340 a a 2. 58 9. 62 0 0 0 0 0 0 0 0 W_ IWI G 0 143 0. 091 0. 340 0. 143 0. 340 0. 091 0. 340 0. 340 e_ s s s s- 9.62 w w w 4. 05 2. 58 9. 62 4. 05 2. 58 9. 62 9. 62 4. 05 16. 41 9. 62 0 0 00 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 W W 0 0 0 0 0 0 0 0 0 0 0 0 13A- 2ocs 2A- 2omd 2A- 2ov 0. 143 0. 580 0. 340 w w w 0 0 0 0 0 0 0 0 0 0 0 0 P 12C-0sw 11DO 0 091 0. 390 n 2. 58 11. 04 1 44 11. 99 0 0 0 0 0 0 0 0 C_ F 168- 38ad 0.026 1.41 254 0 254 0 187 0 358 0 20P-19t19t 0.050 0. 74 1. 41 0.71 F 20P-19t 0.050 1.41 0.71 0 0 0 0 F 22A-t 0.989 27.99 0 00 0 0 0 0 6 c) AED excursion 22 Envelope loss/gain 268 409 12 a) Infiltration b) Room ventilation 60 0 19 0 13 Internal gains Occupants @ 230 Appliances/ other 0 0 0 Subtotal ( lines 6 to 13) 328 428 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 126 % 31 % 0 0 0 328 85 0 0 0 428 133 Total mom load Air required (cfm) 413 22 561 24 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed 2018- Sep-12 16 43 27 A Right - Suite® Universal 2018 18.0 27 RSU24018 Page 10 keSant aRosaGLE\Lot50ThombrookeSanta RosaGLE rup Calc = MJ8 House faces E DEL --AIR Duct System Summary HUMG - W1 CGH°R'°tm10 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW.DEL-AIR COM For: TAYLOR MORRISON 157 Big Spring Terrace Job: Lot78ThombrookeSanta... Date: 6/4/2014 By: FJF Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.157 in/100ft 0.157 in/100ft Actual air flow 1400 cfm 1400 cfm Total effective length (TEL) 153 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth 2 h 504 27 18 0.308 4.0 Ox 0 VIFx 8.0 70.0 blh 3 h 677 36 23 0.293 4.0 Ox 0 VIFx 12.0 70.0 dining rm h 1325 71 58 0.170 6.0 Ox 0 VIFx 41.3 100.0 st3 family rm c 5799 241 251 0.157 8.0 Ox 0 VIFx 53.2 100.0 st3 game rm-A c 4034 119 175 0.216 8.0 Ox 0 VIFx 25.9 85.0 st2 kitchen h 3110 167 147 0.178 7.0 Ox 0 VIFx 34.6 100.0 st3 ms(r b1h h 1210 65 20 0.188 5.0 Ox 0 VIFx 22.7 105.0 st4 mstr rm c 5830 186 253 0.177 8.0 Ox 0 VIFx 30.6 105.0 st4 mstr we c 12 0 1 0.184 4.0 Ox 0 VIFx 25.2 105.0 st4 mstr wic c 12 0 1 0.190 4.0 Ox 0 VIFx 21.1 105.0 st4 pwdr h 1169 63 23 0.172 5.0 Ox 0 VIFx 39.6 100.0 st3 rm 2 c 3045 94 132 0.282 7.0 Ox 0 VIFx 15.0 70.0 rm 3 h 1625 87 81 0.212 7.0 Ox 0 VIFx 28.0 85.0 st2 rm 3 wic h 238 13 8 0.216 4.0 Ox 0 VIFx- 26.1 85.0 st2 rm 4 h 2284 123 99 0.264 7.0 Ox 0 VIFx 20.8 70.0 rm 5 h 946 51 45 0.232 7.0 Ox 0 VIFx 18.5 85.0 st2 stairs c 561 22 24 0.309 6.0 Ox 0 VIFx 7.6 70.0 utility c 985 34 43 0.180 4.0 Ox 0 VIFx 28.2 105.0 st4 wrightsoft- 2018-Sep-12 16 43 29 1 1111-- __., ...,_.. Right-Sude® Universal 2018 18 0 27 RSU24018 Page 1 keSantaRosaGLE\Lot50ThombrookeSantaRosaGLE rup Calc = MJ8 House faces E Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st1 Peak AVF 285 316 0.177 580 10.0 0 x 0 VinlFlx st2 Peak AVF 270 308 0.212 392 12.0 0 x 0 VinlFlx st4 Peak AVF 285 316 0.177 580 10.0 0 x 0 VinlFlx SO st3 Peak AVF 543 479 0.157 691 12.0 0 x 0 VinlFlx Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1400 1400 0 0 0 0 Ox 0 VIFx Fk W rlghtsoft- 2018-Sep-12 16 43 29 Right -Sate® Universal 2018 18 0 27 RSU24018 Page 2 keSant aRosaGLE\LOl50ThornbrookeSantaRosaGLE rup Calc = MJB House faces E 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name Lot50ThornbrookeSantaRosa GLE Builder Name Taylor Morrison Street: 157 Big Spring Terrace Permit Office: City, State, Zip Sanford , FL , 32771 Permit Number Owner: Jurisdiction 691500 Design Location- FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/ attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed Y9Pshall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above - garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed Balls in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces Garage separation Air sealing shall be provided between the garage and conditioned spac 3s Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/ tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs be insulated. Electrical/ phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer Caulking or other adhesive sealants shall not be used to fill voids between fire sorinkler cover olates and walls or ceilinas. a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400 9/ 12/2018 4 36 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type Indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6 0 9/12/2018 4.35 59 PM Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name Lot50ThornbrookeSantaRosa GLE Builder Name: Taylor Morrison Street 157 Big Spring Terrace Permit Office City, State, Zip Sanford , FL , 32771 Permit Number: Design Location FL, Sanford Jurisdiction- 691500 Cond Floor Area 2391 sq.ft. Cond. Volume: 21997 cu ft Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) * : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402. 4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 .. Testing shall be conducted with a blower door at a pressure of 0 2 inches w g (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489 105(3)(f), (g), or (i) or an approved thud 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 au, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open; 4 Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5 Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6 Supply and return registers, if installed at the time of the test, shall be fully open I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553. 993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 9/ 12/2018 4 36 PM EnergyGauge® USA - FlaRes2017 - Section R405 4 1 Compliant Software yOIIHE S742 0 X' C"-OnV191Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS 157 Big Spring Terrace Permit Number: Sanford , FL , 32771 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402 4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402 4.1 2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1 1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an au leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope During testing: 1 Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures 2 Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3 Interior doors, if installed at the time of the test, shall be open 4 Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5 Heating and cooling systems, if installed at the time of the test, shall be turned off 6 Supply and return registers, if installed at the time of the test, shall be fully open R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory=built fireplaces listed and labeled in accordance with UL'127, the doors shall be tested and listed for the_ fireplace Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907 R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0 3 cfm per square foot (1 5 Us/m2), and swinging doors no more than 0 5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/1 S 2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer Exception: Site -built windows, skylights and doors 9/12/2018 4 36 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, Floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403 The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402 4.2 and Section R1006 of the Florida Building Code, Residential R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403 3.3 R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1 A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material Adhesive tape shall not be permitted R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in accordance with Section R403 5 1 1 Heat trace temperature maintenance systems shall be in accordance with Section R403 5 1 2 Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump The system return pipe shall be a dedicated return pipe or a cold water supply pipe Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515 1 or UL 515 Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy 9/12/2018 4 36 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C) R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -healing systems to be turned off R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404 2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category Solar water heaters shall meet the criteria of Section R403.5 6.2.1 R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403 6.1 1 The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302 1 This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement healing and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any' 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2 8 cfm/watt Any For SI 1 cfm = 28 3 L/min a. When tested in accordance with HVI Standard 916 9/12/2018 4 36 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions - Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1 15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403 7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options A separate cooling or healing system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4 8°C) R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10 1 through R403 10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section Exceptions: 1 Where public health standards require 24-hour pump operation 2 Pumps that operate solar- and waste -heat -recovery pool heating systems 3 Where pumps are powered exclusively from on -site renewable generation R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21 56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights 9/12/2018 4 36 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4 0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Au Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (MandatoeYne energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously buming pilot lights. 9/12/2018 4-36 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 WINDOW WIDT z 42X42 A/C SLAB IPM Q-,i coT ;11 BY BLDR MIN LANAI 18,13 Pen 35 TON V/5KV 1240V 2' FROM WALL platform by b(dr sc-' S r; I PEOROO R's GAYKP NG R0011 16.12 r.g • 0 CAMF ROOM ff 12.12 -o 185 14- 2.J 1—d 171T 4' bath duct 7' to roof or wall Cap w/fan-light 12.12 rag, Nutone 763RLNB 14.8 cd llo to, I ' -" < m < < 6-1 U) 3' bath duct7t 8.4e, (D 2 z — LLJ Cr to watt CQP 3 w/fQn 3 bath ol co 0 duct > Lu DEDIR" 5 Lu D i-- j 155' o roof cap 7' I f;:1 _ -1/fan < 1124.18 to 1.c I? 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LOT 50 HOUSE TYPE: SANTA ROSA WITH GARAGE SINK 1ST FLOOR _ = = =03_ TAYLOR MORRISON HOMES = r THORNBROOKE S.F. j LOT 50 HOUSE TYPE: SANTA ROSA WITH GARAGE SINK 2ND FLOOR I -- - - .- -- = _ - ' ' '- - - - 1- %' f:` BATH 2 i _ _ f - . - j . - - _ - .. __ I -.- - _ dam_ -(i if _ - - _ - - AAVI I 3".ierAssEST FROM 2hm - _ _ - --• -- - i - - _ PXOR i I RECORD COPY DESCRIPTION AS FURNISHED: Lot 50, THORNBROOKE PHASE I, as recorded in Plat Book 79, Pages 3 thru 7, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. 011 `T! 39 7) OCT- z 9 ; ;w/,,v) Ok to construct single family home 5.00' with setbacks and impervious area shown on plan. q-1 % /SLR S.oO' San4N %GliSa G' L l'I a LOT 49 O 0) CID 5.00, WHITE CEDAR ROAD 50' R/W) S 00009'03" E dn nn' 10' WALL, LANDSCAP do FENCE ESMT. 26.80' 26.80' 16.0 LANAI 3.0'x3.0' DO AC—E 30.0, LOT 50 ri o^ R PROPOSED RESIDENCE MODEL: SANTA ROSA CINCLUDED -TRADITIONAL) 2 CAR GARAGE LEFT a o 5.0' hry COV'D. M PORCH 0i B.7' 3 21.3' 16, DRIVE 25.20 5.20' 111 10, UTIL. S T 5' CONC. WALK CURSI B.B.) S 00009'03" E J 40.00' BIG SPRING TERRACE 50' R/W) TRACT G 0 Q PROPOSED =FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS BUILDING SETBACKS: V'— PROPOSED DRAINAGE FLOW FRONT = 25' LOT GRADING TYPE A 4 PROPOSED F.F. PER PLANS - 26.5' REAR 15' SIDE 5.0' PROPOSED GRADE PER CONSTRUCTION PLAN ++ SIDE CORNER = 10' CRUSETNMEEER - SCOTT LEGEND - LEGEND - P PLAT PAL POINT ON LINE F FIELD TYP. TYPICAL IP, IRON PIPE PRG. POINT OF REVERSE CURVATURE I.R.IRON ROD PC.0 POINT OF COMPOUNDCURVATURE CM CONCRETE MONUMENT RAD. RADIAL SET IP. 1/2, IR •/OLD 45% NR. NON -RADIAL REC. RECOVERED V.P. TRESS POINT P.O.D. POINT OF DEG..G CALL CALCULATED P,O C. E RDINY OF COMMENCEMENT CENTERLDE PRMFF. PERMANENT REFERCNCE MONUMENT FINISHED TLOOR ELEVATION NLD NAIL L DISK BSA DUILDINO SETBACK LINE R/W RIGHT-OF-WAY DH. BENCHMARK ESMT. EASEMENT J.D. BASE TEARING ' DRAIN DRAINAGE UTIL. UTILITY CLFC, CHAIN LINK FENCE WD.FC. VOOD FENCE C/D CONCRETE BLOCK PC POINT OF CURVATURE P.T. POINT OF TANGENCY DESC, DESCRIPTION R RADIUS L ARC LENGTH D DELTA C CHORD C L CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES.NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' ZONE •X" MAP 1 12117C 0055 F. 5.Do' O 0 LOT 51 n2 5.00' 5.00, PLOT PLAN ONLY* NOT , A SURVEY) PROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN AND/OR INSTRUCTIONS PER LVI 9,15UU J-,'.r I LIVING 1, 15 iO F I GARAGE 451 SO F; I'N7RY 4 SO I--,' LANAI 123 SO rf BREEZEWAY - N/A SO FT DRIVEWAY 403 SO i7 A/C PAD 9 50. r WALKWAY 75 SOII IMPERVIOUS = 4/ 9 2.297 SO.FT SOD 2.503 SO FT OFT LOT ARCH C.IL000,4T_ICi IS R1W 460 iO.' 1 APRON 128 S; I SIDEWALK 200 A.!T SOD 152 SO FT T5TTL A7AS=-- AHEA r,Z60 DRIVEWAY 5)J l SO.F 1 SIDEWALK 7J6 SO °I L"1C. ASSOC, INC. - LAND (SURVEYORS I 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (4b7)-277-3232 FAX (407)-658-1436 NOTES. 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER .5J-17 OF THE FLORIDA ADMINISTRATIVE CODE Z UNLESS EMBOSSED WITH SURVEYOR'S SEAL THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. J. THIS SURVEY WAS PRFPARED,FRPM TITLE INFORWTION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR ECEMENTS THAT AFFECT. THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS•HAVF BEEN LOCATED UNLESS 07HERMSE SHOWN. 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. 6. DIMENSIONS SHOIYN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES 7. BEHINDS, ARE BASED ASSUMED CTUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) 6. ELEVATIONS. IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1029, UNLESS OTHERWISE NOTED. 0. CERTIFICATE OF AUTHORIZATION No-' 4566. NrSCALE 1 I• — 20 DRAWN BY. CERTIFIED BY. I DATE ORDFR No. 1 I I X. CRUSENM 1 4714 J . SCOTT, IR.LS 1 4801 PLOT PLAN 09-13-2018 6176-18 STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 St Johns Pkwy NEC 2011/FBC 107 SANFO STRADAN877-906-1-1113113 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5-8-2012 MODEL: SANTA ROSA BUILDER TAYLOR MORRISON SUBDIVISON VOLT/AMPS LARGEST LOAD, HEAT PUMPS W/SUPPLEMENTAL HEAT 9418 Includes Heat Pump and Heal Strips on together @100% Square feet living areal 2138 3 volUam s 6414 Small Appliance Circuits 3 I 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 0 Cooklop 1 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 TOTAL OTHER LOAD FIRST 10KVA@100% 10,000 REMAINDER @ 40% 9206 LARGESTLOAD 9418 TOTAL LOAD 28 624 V.A / 240VOLTS= 1 119 SIZE RECOMMENDED 150 MINIMUM PER 150 SERVICE SIZE: NEC 2 25 3 3! 41 51 4032 5040 5280 6168 1 6888 1 8160 10000 10000 10000 8000 8000 10000 6500 0 6500 0 6500 0 5200 0 5200 0 6500 0 TON CITY KW - 1.5 2990 5000 3250 0 2 4032 5000 3250 0 2 5 5040 5000 3250 0 3 5280 5000 3250 0 35 1 6168 5000 3250 9418 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 9418 POOL PREWIRES OTY AMPS 301 240 10060240 100 240 0 Note This Load Calc is base on the information provided by the builder The recommended service size will be installed leaving sufficient usage for future homeowner IM RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form OSANFORDPermit # # 1! 8- 3 9 7 5 Project Location Address: Santa Rosa- 157 Big Spring Terrace, Lot 50 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL20461-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.6 Sectional Windsor Garage Doors Sectional Ext. Door single & Dbl FL15080.3 Roll Up Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL16544- Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles CertainTeed Shingles FL5444.1 Underla ments Rhino Underlayment FL21842.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium MMI-2 Off Ridge Vent FL19567.4 Other June 2014 AO r Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL1999-116 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Lintels FL1774.1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2014 N c Ia c I c RECORD COPY OIn 30'-0' 15'-8' -8' ll,-8" PLUMB SHINGLE ROOF 6 F'l_ HEEL41-3/1 0 12 " 3/4" SUBFLOOR TRUSS NIEID B 4' FOR PLYM000. ilKZNm Ii I O I bo 0 I n REFER TO PACK FOR CONNECTION. I J .JS cm cil F TE:, NOT CUT OR ALTER TRUSSES WITHOUT CONSENTiOF THIS OFFICE. BACK CHARGESLLNOTBEACCEPTEDWITHOUTPRIORWRITTENAPPROVALBYOURSERVICETYPICAL7' SETBACK DEPARTMENT AT CARPENTER CONTRACTORS OF.AME' IiA,',INC..877-293 9487. ...: ,_° _,` w I ' I'-CFC1HNEf StT JLA iELIN1; _ y I AND SPACING THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT. WALL HT. BASED ON 9'-4' A.F.F. l ev1LDW,o SANFORD FpARiM 1.8-397 REFER TO PACK FOR CONNECTION. o CJ3 I N J - 1 -D 2'-0' , TYPICAL 5' SETBACK CORNERSET LABELING AND SPACING Total Truss Quantity = 157. HANGER CHART d= HTU 26 (SIMPSON) Jt= THA 422 (SIMPSON) HUS46 (SIMPSON) J L= HUS26-2(SIMPSON) J L = HGUS26-2(S I MPSON) Lw.. Fti .I.F I ATTENTION! s..a ..m y BI INusswa-Nr st tNs wy r m used Teas 1c m e qp ywr truss n.y his stdshslstacne (per.tor sets truss this MY. General Notes 1) NI y..r deM Yrw, od tw m .M ad in b— U. hp dw1 0 - Ij PdW d V— b b. ir/.1 V_ It IL 2) Al• to w SHUSM uir .Li..i.. s. L 3) M Yw V" b 24' Of- .i.r wYL 4) t4 Tti• 11.1. Yrfii M.9-M Nmnratiw t L x W ci *.dd 1. pl ml r. riww opm" 15 Ot .vim the Ipm% 11 Pb— nM Y IC" TR q eifiti.w h>1rM id. ia ROOF LOADING SCHEDULE TCLL 20 PSF TCDL 17 PSF BCLL - • PSF BCDL = 10 PSF TOTAL = 47 PSF DURATION = 1.25 7, NAND SPD/TYPE= 150 ENCLOSED BLDG EXPOSURE - C USAGE - RESEDENTIAL CAT II NAND IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2017 TPI 2014 cna member —1. pl.n iate¢.. r = 7-to .dm.x.nmo DADAfrombwbmv .. g clila,rga mamvn..ma roRe Rawng><— The: wan hay a bem m wJ. d m *7 m dd,.. W 104 p.r no :mem b—. h.M I— n loW FLOOR - LOADING SCHEDUL TCLL = 40 PSF 10 PSF(B7 5 PSFL 55PSALL REACTIONS OVER 5000/ AND UPLIFTS OVER 1000 ARE SHOWN ON ENGG. WALL KEY 09- 4" 20'- 3/40 OESCRIPTI0N1 WIT. DATE LOAo/ oEscR1P11oN Wrr. DATE CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G K W. WINTER HAVEN FLORIDA 33890 PHONE. ( am) 959-8806 FAX- ( 863) 294-2488 BUILDER TAYLOR YORRISOH PROJECT THORNBROOK MODEL 213E CCA PROJ/MODEL/ALT 9AE/ 9A7,213YA,B 213TA,B/213SE ALT DESC r'w w — OTC BONUS RY / BEDRY 5 LOT 50 BLOCK : L18/ 01 is uN cu4u a PAGE 60B SCALE 4 "= 1' 1 ENGINEERING PACKAGE t. Builder: 1TAYLOR MORRISON HOMES Ln Project: ;9A6/9A7 THORNBROOK Model/Building: ;213MA/213MB/213TA/213TB/213SE L co Lot Alt: :02/,03/ owe Lot: 50 Block: ' Unit: 0. 0 V Address: JobNumber: N364260B Revision Date: New Load #: R/01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 T I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES Strongback Bridging Guidelines for Roof Trusses Strongback bridging for roof trusses 1s not a requirement of ANSI-TPI 1-2002 but it is a strongly recommended guideline by Carpenter Contractors of Alaerlca. It serves the following two functions: 1) Bridging aligns the bottom chords after they are set so they are uniform along the ceiling line, This, in turn helps minimize wavy ceilings' after the installation of drywall. 2) Bridging helps 'planing -out' the transitional or relative deflection of adjacent trusses due to an offset In spans. In either case, strongback bridging should not be attached to adjacent trusses that need to be jacked into place more than 14 inch. Strongback bridging in roof trusses does not serve as temporary or permanent bracing and is not Intended to help distribute or share design loads between trusses. Consequently, no design loads have been accounted for with this detail and continuous strongback bridging should not be attached between common and girder trusses that have more than N Inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MININMUM OF 2X6, AND SHALL BE ATTACHED WITH A MINIMUM OF THREE 16d COMMON OR (3) 0.131 X 3' GUN NAILS TO A 2X4 VERTICAL WEB MEMBER The graphic shown on this detail 1s for generic Illustrative purposes 2X6 STRONGBACK only The exact location of strongback bridging will be specified by Carpenter Contractors of Anerlca. The use of strongback bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nailing requirements shown are consistent with ANSI/TPI 1-2002 for strongback bridging. I\V VI VL If%IL DIY. I J N.T.S -Not To Scale) 66coogbacBp®ettlasDetbi618--BSi88REPAI E IR) Design Crit: TPI.2002(STD)/FBC PLT TYP. Wave C RT-1 00 1 25 10 0 7.31.11 OrY:I FL ] E YAuna•• nwm NLWuc rn c u[L 1. r.Mlun011. YOLIY [xlrnlli 1.1r.u1...° .11.i I. r[. TO iI i'A AIm 1 •.r.•. ' r 1 !an arcu*c. [ TL`uuc?'iw. "' 1 TC LL PSF REF R081 - 48357 DATE 07/28/09i:iura nL rr iN'id u : I........ YNu°0aTM[Ivl1{ INICAI[I I! CNIAI 11 LL IYI `IAI rIA L, ATTA[xL• [TrYCT u L`IAa[Ll NANO I•rT01CxIA1 aw LL [ 0 TC OL PSF A •IOrf PLY ATTACY[0 I1410 C[[LII C. gQ. 1. -., N.E BC DL PSF RW HCUSROaI 0920979a ALP iNE IMPORTANT••Iw N[u A co,v or TIES TO rx[ LAr IOu COWRACTM Ural A Y OKIIATI IA« Tou"Ii cLrX.N,'rinu c n ImL. xI — Iv Ialro.:[wlT. in"M°i:iu nN1, x.M°u ill. Ixl nlnl, INIT u I I uA a TI z No.52212 19 BC LL PSF HC -ENG DR/DR I[iI IX CIIIIW YITN AMLIU4[ Il0Y11i11i II NII IIAT [GALL"•f i E.RKC, IT AlarA` Ax0 it f. iw I[auxxun..LA*u I rY.11 .r [In an lu n.xyulN> aTx Au we .oln tr. Yir II PAL . mn lu f 1 * TOT . LD . PSF AR36 frW Bulding Cumponalr onwp Ie.. ruTc1 T I Tlvn API. unm •r unu uc.ru°u TNu Iu ux..[ nuN rn°L.a... a riu cp oa.L.n, r Ix.. I u ANNc Ai rru un In i ETATE OF aFF DUR.FAC. FROMTf1 ,.... lra I i1 fl Llr, iILCLT r1 ,xl ,a,°»:° muNNYNIrN. TYi iwuuurt .ro u".l OF ixn°uo°RENTIFOR .Nr wnllw a TAE RilYNO ILm oe TIN ft 0qio&•{+ SPACING JREF- ITT0081_Z18 HIGsI G FL 333M FL COA 0077e IL.I I.cfl1"[. If, ,IIII„rl 1 "`' ` 0 Jul tQIOSt.i HU/HUC/HSUR/L Hangers HL.1-ILC Ifs'r1::rs r:ay Lc rc;tloc' un g ins c, ry;cg w.0 to w Al as descriLeo t'do... Au,nric vA,;. H , hangar:, ^n I: ene flan,ia orc -Algid n-av n=. i ,stalled s;m ark. HU and HUC products are heavy -duly face -mount tosl hangers made from 14-gauge galvanized steel. The HUC :s a concealed flange (face flanges timed in) version of the HU. HU is available with both flanges concealed, provided the W dimension :s 234e' or greater, at 100% o1 the table bad. Specify HUC. HU :s available with one flange concealed when the W dimension is less than 21A6" at 100% of the table bad..` rcrify a> an 'X' eirs ,^ arc «ec ty Y nge .c conc,:M. Fc r any ti- of I I '- „ own i^ this catak:q, the u;er ray Lite A'ac::r•<Is.til•' <-,. dert"s:wss Nccel I N2-251.i4H1. '-cllow all instalalicn ;^sL-vcl-ors a•"r i . , the toaa nc -, the,: cx''Jo.n.. Material: 14 gauge Finish: Galvanized; ZMAX° and stainless steel available Installation: Allach :he -2cceis o cor,cra.e or ,FCN._ .:aPs -snc I cx-1,v,id f 1:,n7 2 ec:i. I .-n sci,,ws r.',I CUU :" .e i''•" - lA.e:al I N- 2.. _ <,:r and No- r 1 - M x;el TTN2 --b13'H', are riot : ceo _•nt^ the ha^gera. Drill the'hc'{J:ameter hole to the srecified embedment depth plus 14". Alternatively, dnN the a/,e"-diameter hole to the specified embedment depth and hlow it clean using compressed air. Caution. Overs¢ed-diameter holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and wl reduce the anchor's bad capacity. f tU Irstalatio i foal K-Is are a, a (able. "hey induce a or N c . arc; hey -ha c d :er tot f`todel-T\'(i' -FCi sir.; x :',•i' d dl :,I s „I o ,ilalk; lF,;cdd'•Ar.,'%.'2;. A minimum end ano edge distance of 1 V :s required. Options: F,cr s,ev ed ^ange• uce 75Y,: o" lade upl load. d nan :e wid"'I :F ;".'ate:' 'I .an ' ;e" 1—^I- u,e 8(;'•6 r ° t-;l k':.nownh d. A' U`r. Sr..,:•C Codes: See p.14 for Gode Reference Key Chart s LPSONTie Concealed flanges HUC410 1Iy ma, 10MI HUG410 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall 279 Simpson Strong -Tie! Wood Construction Connectors M1, -7 "M HU/HUC/HSUR/L r r Hangers (cont.) a These products are available vnlh edd,t onal corrosion protection. Fo• n,pre Information, see p. 18. J Model No. Fasteners Allowable Loads (DF/SP) CodeGFCMUConcrete Standard Concealed GFCfdU Titan" 2 Concrete Titan" 2 Joist Uplift 160) Down 100/125) Uplift 160) Down 1001125) Ref" HU26 HU26X 4) :" x I?: 4) :" x 1?4 1 (2)10d x I'h" 335 1,000 335 1,545 HU28 HU28X 6) •: x 1 .` 6) x 1?, 4) 10d x 1 W 5 ' 5 1,500 760 2 400 HU210 HU210X 8) <' x 1?4 8) •:" x 1?: 4)10a x 11h' 2,000 760 2,415 HU46 (Min.) HUG46 8) Q" x 14: 8) '•:" x 1 4)10d common 760 2,000 760 3,200 HU46 (Max.) HUC46 12) a x "1" 12) "," x 6)10d comman 1,135 3,000 1 135 3 9S0 HU26-2 (Min.) HUC26-2 8) '•2" x 14'. 8) %. x 1 4)10d common 760 2,000 760 3200 HU26-2 (Max.) HUC26-2 12) : x ' 1, 12) A" x ' 1, 6)10d common 1,135 3,000 1 135 3 950 HU48 (Min.) HUC48 10) Si x 1•'h- ' 10) :.` x 13. 4) 10d common 760 2,500 760 3,725 HU48 (Max.) HUC48 14) 4 • 1 V,' 14) '4' • 1 A, 6)10d common 1,135 3,500 1.135 4,920 HU28-2 (Min.) HUC28-2 10)',V x 11; 10) 11. 4)10d common 760 2,500 760 3,725 HU28.2 (Max.) HUC28-2 14),,' x 'V, 14)',." r 'V, 6)10d common 1,135 3,500 1,135 4,920 HU410 (Min.) HUC410 - 14) ' r '14' 14) V, 14, 6)10d common lo35 3,500 1,135 4,920 HU410 (Max.) HUC410 08)' l x 11'f 18) ,," x 1114- 1 (10)1 Od common 1,800 4,500 1,800 4 920 HU210-2 (Min.) HUC210-2 14)?,', '1. 14) ::' x ' 1. 1 (6) 10d common 1,135 3,500 1 J35 4,920 I HU210-2 (Max.) HUC210-2 18) 1 Yi 18) :': 4' 1; I (10) 1Od common 1 800 j 4,SC0 1,800 5 085 HU28X Skew 45' Not ava lade) 6) '.%: x 1 .' 6) %•" x 1?: 4)10d x 1 W 670 1.500 670 2.400 HSUL/R26-2 HSUL/RC26-2 12) Yl r 11', 12) ,9" • 11. 4)16d x 2W. 900 3,0G0 900 3,135 HU2-'-2 HUC24-2 4) ;%" x 7?'.' 4) • "x 1- 4 I (2) 10d common 380 1,000 380 1,545 HU212 HI ,2i, 10)'•: x 217 10) 7: x 1;',(6)10d x 1'h' 1735 2,500i,135 2,665 HU214 HU%':•, 12):;"-:1; 12)',4 •'1. 6)10dx14 1" 1,135 1 2,665 1135 2,665 HU26- 2 (Min,) HUC26-2 0.4n.) 8) is x 2Y' 8)'%." x 1?,` 4)10d common 760 2,000 760 3,200 HU26- 2 (Max.) HUC26-2 (Max.) 12) : x 214 12) ',V x 115 6)10d summon 1,135 3,000 1,135 3 950 170 HU26- 3 (Min.) HUC26-3 (Min.) 8) ." , 2-. 8) , , x i,. 4) 10d common 760 2,000 760 3,200 1JU26- 3 (Max.) 11UC26-3 (Max.) 12) A" x 21; 12) A" x '4: 6)10d common 1135 3,000 1,135 3 950 HU28-2 ( Min.) HUC28-2 (Min.) 10) ".Y x 21, 10) ," x 14. 4)10d common 760 2,500 760 3,725 HU28-2 ( Max.) HUG28-2 (Max.) 14) ,V x 241' 14) T4` x R, 6)10d common 1,135 3,500 1,135 4,920 HU210-2 ( Min.) I1UG210.2 (Min.) 04) ,e x %1'4 14) A" x' 1S 6) 10d common 1135 3,500 i, i35 4,920 HU210-2 ( Max.) HUC210-2 (Max.) 18) A x 241 18)'..' x -ii 10)10d common 1,800 4,5C0 1,800 5,085 HU210-3 ( Mm.) HUG210-3 (Min.) 14)'/,' x 21: 14) 7:' x 11. 6)10d common 1,135 3,500 1.135 4,920 HU210-3 0dax.) HUC210.3 (Max.) 18) .': x 24',- 18) :: x 11T 10) 1 Od common 1.800 4,500 1.800 5,085 HU212-2 ( Mn.) HUC212-2 (Min.) 16) :2 x 2v 16) "'4" x 11. 6)10d common 1,135 4,000 1.135 4,920 HU212-2 ( Max.) HUG212-2 (Max.) 22)'Sx 2 ' 221'.; x l; 10)1Od common 1,350 5,085 1.350 5,085 HU212-3 (Min.) HUC212-3 (Min,) 16) %. ' x 21." 16) ',V x 134' 6)10d ummon 1,135 4,000 1,135 4,920 HU212-3 (Max.) HUG212-3 (Max.) 22) % x 2}T 22) W x I W 10)10d common 1,800 5,085 1,800 5.085 HU214-2 (64n.) HUC214-2 (Min.) 18) x 215 18) ",:'x 4 8)10d common 1,515 4,500 1,515 5,085 HU214-2 (Max.) HUC214-2 (Max.) 24)'„' x. 2:5 24) 4" x 1):'1 12) 10d common 2,015 5,085 2,015 5,085 HU214-3 (Min.) HUC214-3 (Min.) 18),'," x 245 18)'." x 11, 8)10d common 1,515 4,500 1,515 5 085 HU214-3 (Max.) HUC214-3 (Max.) 24)'d" x.2`4 41'.i' x iril' 12) tfld common 2,015 5,085 2,015 5,085 HU216 iL2'6s 18) .." x 21P' 18)' " x' 1S 8) 10d x 116" 1,515 2,920 1,515 2,920 lIU216-2 (Min.) IIUC216-2 (Min.) 20) .: x 211" 201 V, x 1 V 8)10d common 1,515 4,920 1,515 4,920 IIU216-2 (Max.) HUC216-2 (Max.) 26) .,' x 5?:" 26)'.4 ,1 W 12)10d common 2,015 5,085 2,015 5 085 HU216-3(Min.) HUC216-3(Min.) 20)'-1 ei"<" 201,T'.I?.- 8)10dcommon 1,515 4,920 1,515 4,920 HU216-3 (Max.) HUC216-3 (Max.) 26)',, , 2 ,4` 26)'4 x 1 s:' I (12)10d common 2,015 1 5,085 2,015 5,085 1. Upl& bads have been increased for earthquake or w nd duration witn no further increase is allowed,-6 6 ^r. •,vr^n nt`c,' bad ; go.•crr. 2. MInimum fc = 2,500 psi and mn,mum 1'r, = 1,500 psi. 3. WI tar, only one large IS caneeaW speedy right or left :;oncealad nar ge. 4• Models with " X' are not stock items. It..; s :; r- 1 s_ r;solco s• :" th,: 1 r.,r r r!^w7: , e ::' c> )r :c;! t:: w.m:her. Fasteners. "d .:,:•••:r 1 = 0.162' 1:_1. x 3' U,g, '6d x 21W = 0.'%,_' ca. x _'+• k;rg; IZu ccan-cr = 1-48' d,,. x L'•r;, 1!;^. x 11- ' 48' a. x ;` k rc. T-N2-_251:V4- - ' r 11_ Len =, 7\2-25234H - x 2.,a' T t . ? -Tr\tS' 4- - Ti 1,,',.' a 1'4' a -id -"Nh SL i =T t:. .. y;' al, Le u. e, f,;llt.bl- 4 -,cr_. !ee r..,. 2ir2.. , c I :; z,s and -, , 'mvi-or. 280 UPDATED 04/ 17/ 17 HU/HUC/HSUR/L Hangers (cont.) a These produces are available with additonal coTosion protection. For more nformatlon, see p, 18. SIMPSON 15trogTie Model No. Fasteners Alowable Loads (OF/SP) CodeGfCMUConcrete Standard Concealed GFCMU Titen' 2 Concrete Titen" 2 3joist( Upl160dt Down. 100/125) Upblt 160) Down 100/125) Net HU44 HUC44 4)'%:.21!. 4) : ", I?. 2)10d common 380 1,000 380 1,545 HU46 (Mn.) HUC46 (Min.) 8) :5" x 2 B) -: x 145• 4)10d common 760 2.000 760 3,200 HU46 (Max.) HUC46 (Max.) 02) -.' x 2 12)'," r 17 6)10d common 1,135 3,000 1,135 3,950 HU48(Min.) HUG48(Min.) 10)',4. :` 1C)';r"r''•7 4)10dcommon 760 1 2,500 760 1 3.725 HU48 (Max.) HUC48 (Max.) 14) .' . 2's," 14) ^ . 1' 6) 10d common 1,135 3,500 1,135 4,920 HU410 (Mon.) HUC410 (Mon.) 14) ,,' x 2VY 14) :: x' S: 6)10d common 1,135 3,500 1,135 4,920 HU410 (Max.) HUC410 (Max.) 18)1.4' • Y: 18) ::' • 1 :: 10)10d canon 1,800 4.500 1,800 4,920 HU412 (Mon) HUC412 (M,n 16) :" ; 2., 16) %" , ';4' 6)10d common 1,135 4,000 1,135 4,920 HL'412 (Max.) HUC412 (Max.) 22)';; x 21'<' 22)'-;", 1 " 10)1Od common 1 800 5.085 1,8C0 5,085 HU414 (Min.) HUC414 (Mon.) 118)1,6' + 2% 18):•: , ' :: 8) 10d common 1.515 4.500 1,515 5.085 HU414 (Max.) HUC414 (Max.) 24) -4- , 2W:' 24)'%: x I ," 12)10d common 2,015 5,085 2,015 5,085 HU416 (Mn.) HUC416 (Mn.) 20) ": x 2;4- I (20) "+" x 1 35' I (8) 10d common 1,515 4,920 1,515 4,920 HU416 (Max.) HUC416 (Max.) 26) :'4 x 2 i'.' 26) :;' < I :'," 12)16d common 2,015 5,085 2,015 5.085 HU66 (Mn.) HUC66 (Min.) 8)'; ' • 2Y,' B) ," • 1-W 4)16d common 900 2,000 900 _ 3,200 HU66 (Max.) HUC66 (Max.) 12) :'<" .2 .- 12) ".' '?': 6)16dcommon 1,345 3,000 1,345 3.950 HU68 (Min.) HUC68 (Min.) 700) - . 2-".. 10) " " . '?i 4)16d common 900 2,500 900 3,725 HU68 (Max.) HUC68 (Max.) 14) ';4' x 2 " I (14) A- x' 4Y I (6)16d common 1 345 3,500 1,345 4,920 HU610 (Min.) HUC610 (Mon.) 14) %' . 2?14- 14) Y: , ' ?Y 6)16d common 1,345 3,500 1,345 4,920 HU610 (Max.) HUC610 (Max.) 18) .' 2?T 18) %: X ?! 8116d common 1,795 4,500 1,795 5,085 HU612 (Min.) HUC612 (Mon.) 16) -';' x 23: 16) X" x -4,- 6) 16d common 1,345 4,000 1,345 4,920 HU612 (Max.) HUC612 (Max.) 22) /1 x ; :<' 2 2) :." x 1 .' (8) 16d common 1,795 4,920 1,795 4,920 170 HU614 (Min.) HUC614 (Min.) 18) -,','x 24. 18) : x 1 :' 8)16d common 1,795 4,500 1.795 5,085 HU614 (Max.) HUC614 (Max.) 24) A' x 21. I (24) ,14- , ' i; I (12) 16d common 2,015 5,0115 2,015 5,085 HU616 (Min.) HUC616 (Min.l 20) :T 4 2 a' 20) ;' 41 ,4" 8)16d common 1,795 4,920 1,795 4,920 HU616 (Mex.) HUC616 (Max.) 26)x 2;,' 26)'•1' x 134" 12) 1Ed cornrow 2,015 5.08.5 2,015 5,085 HU7 (Min.) Not available) 1 2) •::" • 1?'.' 12 ::' • -t 4 10d x 1' i' I O 5s5 2,980 760 2,980 HU7 (Max.) Not available) 16) -:' : -?Y 16)'•? x 1 °4 8) 10d x 1'h" 1,085 3,485 1,085 3,485 HU9 (Min) Not available) 18) 'w' x' •`+" I (18) '.: x ' +' I (6)10d x 1'h" 1,135 3,230 1,135 3.230 HU9 (Max.) Not available) 24) ;;' . ' 1•; 24) ;: , ' !•, 10) 10d x 1 h" 1,445 3.735 1 445 3,735 - HUtI (Min.) Not available)- 22)-:7 x 1414' 22)'h"x I+, 6) 101 x I W 1.135 3,230 I'M 3,230 HU11 (Max.) Not available) I (30) :'!` x 1 y'.' 30) :: x 1-v: I (10)10d x 1 le 1,445 3,735 1,445 3,735 HU14 (Min.) Not available) 28) .':' , 1's 28) =" < 1 i,', 8)10d x I'h" 1.515 3,4a5 1,515 3,485 HU14 (Max.) Not available) 36) . x 1?1 36)'•_ x 1 :" 14)10d x 1 !h" 2,015 4,245 2,015 4,245 HU3.25110 Not available) I (22) : x 1 y: 22) t: x 11': I (10)10d common 1,895 5,085 1,895 5,085 HU3.25/12 Not available) 24) :".11: 24)'. ;14:" 12)1Gdcommon 2,015 5,085 2.015 5,085 HU410-2 (Mn.) HUC410-2 (Mn.) 14) ",' x ;,W 14) :. x t "' I (6)16d common 1,345 3,500 1,345 4,920 HU410-2 (Max.) HUC410-2 (Max.) 111 ;;' , ''a" 18) ;•" , "'; 8)1Ed common 1,795 4,500 1.795 5,085 HU412-2 (Min.) HUC412-2 (Mn.) 161 f,` x =': 16) -: x 1 is 6)16d common 1,345 4,000 1,345 4,920 HU412-2 (Max.) HUC412-2 (Max.) I (22) "; x 1+ I (22) l: x 1 i " I (10)16d common 1,800 4.920 1,8c0 4,920 HU414-2 (Mn.) HUC414-2 (Mn.) 20) 4" ,i 1 :'•' 20) .;' < 1 :'%' f (8)16d common 1,795 4,920 1,795 4.920 HU414-2 (Max.) HUC414-2 (Max,) 26) , ' x T' 26)'-;' x 1 :' I (12) 16d common 2,015 5,085 2,015 5,085 I. Upl It, bads have been irrreasec fcr earthquaKe or wind du'at ion With no further ncrease z allowed, r. 1., ` •.v'r, - c' o' I: ,rl; c_•.rri. 2. Mnn1Lm Pc = 2 500 psi and minimum rm = 1,530 psi. 3. When only one Pange is concealee specify right or left concealee flange. 4. Models with 'X' are not stock items. F •,idcc:•; s:',9 ; c x•sttllad ,ct• :• :a T ,on' :.circa•, ar:; r• >t axj ' .vcatt cr, Fasteners: G ` _ P2' ci -, ' I ` Ig EA X ? = C. I ? d a, x 2s' • 4`r•q. 12 c;n nr•_ ' 4c' cr1. K :I' F-.• a, x i! -(; „x1;]"lx`c x• t.2-2'-i;1=;.' i< I'u r.E"2 f"J'_-2h2.i I- _`x2+.'Le', 2; '1 r,25-3411-I:-n"Y 1' a=.. `J25_„rH = 'c, . ' > 2" , -: Leo , ,..,.. , .al ;:I k: l::.t +.'.. C:....". -: ,..:;C rr r a .re:e• .rc UPDATED 04/17/17 fA Oa•. fJdC C O 03 Y C C 032U 281 LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers ER wC' E fp This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower t Ar. for io installed cost, or a combination of these features. AN hangers rn this series have double shear nail rig — aninnovationthatdisinbutestheloadthroughtwopointson each joist nail for greater strength. This allows for fewer nails, U_/ H faster installation, and the use of all common na Is for the same Gonnect.on. Double-shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium bad truss applications, the MUS offers a lower cost alternative and easier installation than the HUS cr THA hargers, while providing greater LwB bad capacity and bearing than the LUS. HGUQ hangers provide similar capacities as HGIJS double -shear 5 LUS28 hangers, but they use Simoson Strong -Tea Strong -Drive"' SDS Heavy - Duty Connector screws instead of nails for faster and easier installation. In addition, the Strong -Drive SDS Heavy -Duty Connector screws help transfer the load between the piles of the supporting girder when they penetrate all ples. Material: See tables on pp. 236-237 Finish: Galvanized. Some products available in stainless steel or ZMAX' coating Q a:e;lanle. ir• HD(-',; see Corrosion Information, pp.15-18. Installation: Use all spec .ied fasteners, see General Notes. Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. 6 HHUS210-2 LTSI! MPSONi ec o a c C p 0 0 i HUS210 HUS26, HUS28, and HHUS srrnilar) Typical HUS26 Installation with Reduced Heel Height 1- russ Designer to provide fastener quantity for connecting tradtiple members togelher) 235 Simpson Strong -Tie- Wood Construction Connectors -7. In LUS/MUS/HUS/HHUS/HGUS/HGUQ r r Face -Mount Joist Hangers (cost.) Tnese p-oducts are available with additional corrosion , These products are approved for installation with the Strong-D:,ve• protection. For more irforma•io-i, see p. 18. SD Connector screw. See pp. 39-40 for more mfonnaGon. D i fA O Vd C O U 0 H d YlC a Q Note: For dimensbrs and fastener information, see table above. See table footnotes on p. 237 HHUS/HGUS See Hanger Options information on pp.121-123. HHUS - Sloped and/or Skewed Seat HHUS hangers can be skewed to a maximum of 45` and/or sloped to a maxlmt-m of 45' For skew only, maximum allowable download is 0.85 of the table bad For shoed only or sloped ano skewed hangers, the maxlmurn allowable download is 0.65 of the table bad Upldt bads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2,475 lb. The joist must be bevel -cut to allow for double shear na ling HGUS - Skewed Seat HGUS hangers can be skewed only to a maximum of 45'. Allowable bads are HGUS Seat Width Joist Down Load Uplift W < 2' Square cut 0.62 of table bad 0.46 of table load W < 2' Bevel cut 0.72 of table bad 0.46 of table load 2" < W < 6' Bevel cut 0.85 of table bad 0.41 of table load 2" < W < 6' Square cut 0.46 of table load 0.41 of table load W > 6' Bevel cut 0.85 of table load 0.41 of table bad 236 Model No. Min. Heel Height Ga. Dimensions (in.) Fasteners W H 8 carrying Member Carried Member Single 2x Sizes LLIS24 26h 18 1'/r, 31A 1% 4110d 2)10d LUS26 4'14 1'iis 434 13/4 4) 10d 4) 10d MUS26 4 'IA a ' 18 IIA6 54U 2 6)10d 6) 10d HUS26 4V* w 16 1% 5% 3 14)16d 6)16d HCUS26 4946 12 1% 5% 5 20)16d 8)16d LUS28 4Y. 18 1%, 6% 13'4 6)10d 4) -Od MUS28 645e 18 1'As 6 31G 2 8) 10d 8)10d HUS28 61h 16 1% 7 3 22)16d 8) 16d HGUS28 6N 12 1 % 7% 5 36) 16d 12) 16d LUS210 4'/ 1s 1IA6 7 3'i6 13'4 8) 10d 4)10d HUS210 83'i 16 1% 9 3 30) 16d 10)16d 1. See table below for allowable bads. DF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads Model No. Upliftl 160) Floor 100) Snow 115) Roof 125) Wind 160) Upldtl 160) Floor 100) Snow 115) Roof 125) Wind 160) Uphill 160) Floor 100) Snow 115) Roof 125) Wind 160) Code Ref, Single 2x Sizes LUS24 490 670 765 825 1045 490 725 830 895 1,135 420 575 G55 705 895 11JS26 1165 I 865 990 1070 1355 1165 940 1,075 1,165 1,475 1,005 740 845 j 915 1,160 FL, MUS26 1,090 1 295 1 1480 1605 1,825 1,090 1410 1,610 1,745 1,825 940 1,110 1265 1,370 1,570 17, L17 HUS26 1,550 2,720 3,095 3,335 3,335 1,550 2,950 3,335 3,335 3,335 1,335 2,330 2 65D 2,820 2,865 HGU.S26 1,:50 4,360 4,8&5 5,230 5,.IgO 1;0a0 4.725 5,290 5,990 5,390 9CS 3,750 4,200 4,500 4,635 1- LUS28 1,165 1,100 1,255 1,360 1.725 1,165 1,200 1,365 1,480 1,835 1,005 940 1.075 1,165 1,475 MUS28 1,555 1,730 1,975 2,140 2,645 1,555 1,880 2150 2,330 2,645 1,335 1,475 1,690 1,830 2,275 17, FL, L17 HUS28 2,000 3,965 4120 4,220 4.335 2,000 4,070 4,335 1,720 2,905 3,035 3,125 3,435 HGUS28 179.1 G,745 6,970 7125 7275 i90 05 6,570 7,275 1,54C 4,9G0 5,1G0 5,290 5,745 11US2101,165 1,340 1,525 1,650 2,090 1.165 g3, 79O3,960 60 1.795 2,270 1,005 1, 445 1305 1415 iJ45I7FL,L17HLIS2103,000 14,255 14445 4515 5,020 3000 10 4,45(1 4,930 2,SSC 3150 13,315 3,425 3,815 Acute side Z)pecl fy angle Top View HHUS Hanger Skewed Right Joist must be bevel cut) All oast nails installed on the outside angle (non -acute side). Face -Mount Hangers These products are available with add tional corrosion protection. For more information, see p.18. 0 S These pros ucts are approved for installation with the Strong-Dnvec SC Connector screw, See pp. 39-40 for more nforma!ion. Min. Dimensions (in.)! Fasteners DFISP Allowable Loads SPF/HF Allowable Loads Model No. Heel Height Ga. W H Carrying8 Member Carried Member Upldt 160) Floor 100) Snow 115) Roaf 125) Wind 160) Uplift 160) Floor 100) Snow 115) Roof 125) Wind 160) Code Ref Double 2x Saes LUS24-2 21/ 18 3'A 314r 2 4)16d 2)16d 440 800 910 985 1,250 380 680 780 845 1,070 LUS26 2 4% 18 3 SS 4 G 2 4)16d 4)16d 1,165 1,030 1,180 1,280 1,625 1,000 880 1,0"0 1,090 1,385 HHt1S26-2 4`'1c 14 33Sc 5'/i 3 14)lfid l6d 1,550 2.785 3,155 3,405 4,2E5 1,335 2,390 2,71C 2.925 3,6fi5 17, L17, FL HGUS26-2 414c 12 34ic 5'/* 4 2q 16d 16d Z155 4.355 4,875 5.230 U75 1,855 3,750 4,200 4,500 4,795 HGU026-2-SDS3 514 12 3V% 5%a 4 02) ''IW x 3' SDS 4) %i x 3' SDS 1,635 5,040 5,565 5.565 5,565 1,175 3,630 4,005 4,005 4,005 F_ LUS26-2 441, 18 3'h 7 2 6) 16d 4)16d 1,165 1315 1500 1,625 2,060 1,000 1,125 1,285 1,390 1,765 HHUS28-2 63Sc 14 XV. 7'/. 3 22) 16d 9)16d 2,000 4,210 4.770 5,140 6,440 1,720 3,615 4,095 14,415 5,375 17, L17, FL HGUS28 2 6'Ac 12 3 ric 7T c 4 36) l6d 12) iEd 3,235 7,460 7,460 7,460 7,460 2,785 6,415 6,415 6,415 6,415 HGU028-2-SDS3 7% 12 3'K 73c 4 2q'/.'x3'SDS t'/.'x3"SDS 2,565 7,330 7,330 7,330 7,330 1,845 5,280 5.280 5,280 5,280 FL LUS210-2 6'nc 18 3bi 9 2 8) l6d 6)16d 1.745 1,830 2,090 2,265 2,870 1,500 1,555 1.785 11,935 2,z55 HHUS210-2 83E 14 3fc 8fa 3 16d 1g1Gd a75 5,635 63&1 6,880 7,165 3525 4,b35 527015,380 5,765 17,L17,FL HGUS210-2 8V% 12 31c 941. 4 46)1Gd 16) l6d 4,095 9,100 9,100 9,100 9,100 3,525 7,465 7,730 7,825 7,825 HGU0210-2-SDS3 91: 12 33K 93s 4 W/.'x3"SDS 8)''A'O"SBS 13,440 7,415 7,4t5 7,415 7,415 2,475 5.340 5,340 5,340 5340 FL Triple 2x Sizes HGUS26-3 4'346 12 4'446 5'h 4 20)16d 1 (8) 16d 2,155 4,355 4,875 5,230 5,575 1,855 3,750 4.200 4,500 4,795 17, 117, FL HGU026-3-SDS4.5 5',4 12 41A. 5'h 4 12)'/.' x 41h" SDS 4)'A' x 4'h' SDS 1635 5.040 5,165 5,165 5165 1,175 3,630 3.723 3,720 3,720 F'- HGUS28-3 6'3;c 12 4'iSc 71/ 4 W)16d 12)16d 3,235 7,460 7,460 7,460 7,460 2,785 6,415 6,415 i 6,415 6,415 17, L17, FL HGU028-3-SO54.5 7% 12 4 v51c 7114 4 20}Y.' x 4',T SOS 6) %i x 4'h' SDS 2,565 8,4DO 9,175 9,175 9175 1,845 6,050 6.60516,605 6,605 F_ HGUS210-3 8-Y. 12 4'Sc V. 4 1 (46)16d 16)16d 4,095 9,100 9,100 9,1o0 g,1C0 3,525 7,825 7,825 7.825 7, 225 17, L17, FL HGU0210-3-SDS4.5 914 12141h46 9'4 4 I(28)%"x4'h"SDS 8)',/i x4W'SDS 3,440 9,745 9,745 9,745 2.475 701S 7,015 7,015 7,015 1L HGUS212-3 10% 12 4'ic 02., 4 1 (56116d 2q 1Ed 5,045 9600 9,600 9,745 019,600 4,335 8,255I 8.255 1 e 255 6,255 HGUS214-3 12 12 4'4Ss t2;: 4 66)16d 22)15d 5,51510,100 10,100 0 10,100 4,745 8,685 8,685 8,AR5 6,685 17, L17, FL Quadruple 2x Sizes HGUS26-4 5 f 12 644c 5/c 1 4 1 (20)16d 9)16d 2,155 4,355 4,875 5,230 5575 1,855 3,750 4 200 14,500 14,795 17, 1_17, FL HGU026-4-SDS6 SY 12 61Ac 5'/c 4 02)lri'x6'SDS 4)1A"x6'SOS 2,375 5,040 5,165 5165 5165 1,710 3,630 3,72313,720 13,720 FI HGUS28-4 7IA 1216%.1 73k 1 4 1 - (36)16d 12)16d 3,235 7,460 7,460 7,460 17,460 2,785 6,415 6,415 16,415 6,415 17, L17, FL HGU028-4-SOS6 7Y.. 12 6%. 7416 4 2q 1/V x 6' SDS 6) /"x 6' SDS 4,020 8,400 8,860 8,860 8,860 2,890 6,050 6 380 16,380 E,380 F _ HGUS210-4 1 9'/4 121 63•c 9Y,. 4 46)16d 16)16d 4,095 9,100 9,100 9,100 9,100 3525 7,825 7,825 17,825 7,825 17, L17, FL HGU0210-4-SDS6 9'/ 12 6 & 93& 4 28)'/" x 6' SDS 811/i x 6' SDS 4,170 10,26010,26010,26010,260 3 000 7,385 7,385 ( 7,385 7,385 itL HGUS212-4 10h 12 6%, 1 10% 4 56)16d 2q 16d 5,045 9,600 6W 9,600 9,600 4,335 8,255 8,255 18,255 8,255 HGUS214-4 1 12"1 12 6%. 12% 4 66)16d 22)15d 5,515 10,100 10,1D0 10,100 10,103 4,745 8,685 8,685 18,685 8,685 17, L17, FL 4x Sizes LUS46 4Ne 18 3Y.c 4'/4 2 4)16d 4)16d 1,165 11,030 1 1,180 1 280 1.625 11,000 880 1 1,010 11,090 11,385 HGUS46 4356 12 3% 4 f 4 20) l6d 8) 16d 2,155 4,355 4,875 5,230 5,575 1,855 3,750 4,20014 5t)D 4,795 i7, L17, FL HUS46 45'u 14 3% 541. 3 14)16d 6)16d 1.550 2,790 2,160 3,410 4,265 1,335 2,390 2,710 2925 2,665 G1J046-SDS3 5'h 12 5% 4%s 4 12)'A" x 3' SDS 4) '14" x 3' SDS 1,635 5,040 5,165 5,165 5,165 1,175 3.630 3,723 i 3,720 3,720 1 - S48 HHLIS48 43E 18 3`'Sc 63'. 2 6)16d 4)1Gd 1J 1.315 1,500 1,625 2,060 1,000 1125 1,285 1.390 1,765 US48 61A 14 3Nu 7 2 6) 16d 6)16d 1,550 1,595 1,815 1,960 2,470 1,550 1,365 1,555 1,680 2115 6'h 14 3% 71.A 3 22)16d 8)16d 2,000 4,215 4,770 5,150 6,440 1,720 3,615 4.09514,415 5,535 17, LI /, FL GUS48 6'Ac 12 3% 7'Ac 4 1h116d 12116d 3,235 7,460 7,460 7,460 7,460 2,785 6,415 6,41516,415 6,415 HGU048SDS3 711, 12 35. 6h 4 2011/'x3'SDS 6)/i0'SOS 2.%5 7.330 7,330 7,330 7.330 1845 5280 5,280 5,280 5,280 FL LUS4i0 6'/. 18 3-u 83'. 2 1 (8)16d 6) 16d 1,745 1,830 2,090 2,265 2,870 1,500 1.565 1,785 1,935 2455 HHUS410 8% 14 3% 9 3 30)16d 10)16d 3,745 5,640 6,385 6.890 7,165 3,440 4,835 5,480 5,910 6,165 17, L17, FL HGUS410 81Fc 12 3% 9 yE 1 4 1 (46)16d 16) l6d 4,095 9,100 9100 9100 9,100 3 525 7,825 7,825 7,825 7,825 HGUQ410-SDS3 9'i. 12 3% 1 814 j 4 1 (28)1/i x 3' SDS 8)'/." x 3" SOS 3,440 7,415 7,4 i5 7.415 7,415 2.475 5,340 534015,340 E,340 f L HGUS412 10/. 12 3% 10%. 4 1 (5616d 2g15d 5,045 9,600 i600 9,600 9,600 4,335 8,255 8,25518,255 8.255 HGUS414 11- 121 A 12%. 4 1 (66)16d " 22)16d 5,515 10,10010,130 10,00 110,10014,745 1 8,685 8,685 8,685 8,685 17,Li7,"rL 1. Upl it bads have oeen rrreased for wind or earthquake loafing with no further When Strong-0nve SDS Heavy-D , Connector sc ews do no- penetrate all pies increase allowed. Reoure where other bads gove-n. of the sl.pportng g rder truss, supplemental Strong -Drive SDS Heavy -Duly 2. Wind (160) is a down bad rating, Connector screws at the hanger locations may be roqured to transfer the bad to 3. V nnx-m heel heignt shown u ree.xred to acheve full able bads. For less than the truss pies rot perelrated by the face fasteners, as determined by the Cesxxv mnimcm heel hznhl, see technical bulletin T-C-RECHEEL at slrongtre.com. 7. The sipportng girder truss must have adequate trickiness to accommodate 4. Truss chord cross -gran tension may I nut allowable loads n accordance the screw length, so that the screw doeJ net orctrude out the back of .he with ANSVFPI 1-2007. Simpson Strong -TO Connector Selector' Sottwaie girder. 3'- or 41/2'aong SNeng-Drrw_ SDS Heavy -Duty Connector screws includes the evaluation of cross -grain tensor in its hanger allowable bads. may be substituted for the finger S,.rorg-Drive SDS Heavy -Duty Corector For acid :oral nfornatien, contact S-loson Strong-T e. screws with no load reduction. 5. S npson Strong -Tie* Strong -Drivel SDS Heavy -Duty Connector screws are B. Loads shown are based on min mom of 2-ply 2x carrying member for nailed permitted to be ,ns'alec through metal truss plates as app•oved by the Truss hangars. With 3x carryng members. use 16d x 21h naffs into the header and Desigrer, provided the regu,rements of ANSVFPI 1-%u- 1 Sections 7.5.3.4 and 16d commons into the joist with ro load reduction. With single 2x carrying 8.9.2 are met (pro-&Lng faqir -red through :he plate using a max mum of ia' bit). members, use I Od x 1 h' nags into the header and 10d commons into U1e 6. Strong-Crrve SDS Heavy -Duty Connecter screws that penetrate all pies o` the last, and reduce the bad to 0.64 o' the taole volue. support ng glider (screws must penetrate a rnnrrurn of 1' into the Last truss ply) 9. Nails: 16d = 0.162' da. x 3'h' long. See pp. 26-27 for other na I sizes may also be used to transfer the bac through al the pies of tte suoportrtc girder, and nformation. JU I I - . - - ' . -- - tC i 237 Simpson Strong -Tie' Wood Construction Connectors aSSIMPSONo„ S .. Face -Mount Truss Hanger The HTU face -mount truss hanger has na-1 patterns designed specifically for shallow heel heights, so that full allowable bads (with minimum nailing) apply to heel heights as low as 31Y. Minimum and maximum nailing options provice solutions for varying heel heights and end conodions. Alternate allowable bads are provided for gaps between the end of the truss and the carryrrg member up to'h" max. to allow for grea'er construction tolerances (maximum gap for standard allowable bads is'h' per ASTM D1761 and D7147). See technical bulletin T-C-HANGERGAPS at strongtie.com for more info -oration. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners. see General Notes Can be installed filing round holes only, o- filling round and triangle holes for maximum values See alternate installation for applications using the HTU26 on a 20 carryfng member or HTU28 or HTU210 on a 2x6 carrying member for addl oral uplift capacity Options: HTU may be skewed up to 67 W. See Hanger Options on p. 239 for allowable bads. Sit e^gult:ctrr g Irr.sr Lam. -I "t iSD st strongtie.com r r rt tagancr wrh .>:rorg-l=n•-n° 5) fasten.,'s. Codes: See p.14 for Code Reference Key Chart Min. heel height per table HTU26 truss and carrying member HTU Installation for Standard Allowable Loads For h' maximum gap, use Alternate Allowable Loads.) Typical HTU26 Minimum Nailing Installation These products a,e approved for instaUtion with the Strom-Dmre SD Connector screw. See pp. 39-40 fo, inore information. Standard Allowable Loads (1/8" Maximum Hanger Gap) Alternate Installation - HTU28 Installed on 2x6 Carrying Member H70210 similar) Model Min. Dimensions (in.) Fasteners DF/SP Allowable Loads SPF/HF ADowable Loads Code No. Heel W H B Carrying Member Carried Member Uplift 160) Floor 100) Snow 115) Root 125) Wind 160) Uplift 160) Floorigh 100) Snow 115) Roof 1 (125) Wind 160) Ref. Single 2x Saes HTU26 3h I% 5'/rc Th 20)l6d 11)10dx1'h' 730 2.940 3.045 3,045 3,345 630 1,920 1.920 1920 1,920 HTU26 ( Mn.) 3'6 1 % 5% 3'h 20) 16d 14)10d x 11,V 1.250 2.940 3,200 3,200 3,200 1.075 2.015 2.015 2,015 2,015 HTU26 ( Max.) 5 h 1% 5 Th(20) 16d 20)10d x t h- 1,555 2,940 3.340 3,600 4,010 1.335 2,530 2,870 3,095 3,450 p HTU28 ( Mn.) I 3'h 1 % 7Y. 3h 26) 1L( ld x 1 h' 1,235 3,6W i 3 895 3,895 3,695 1060 2,920 2,920 2.920 2,920 L17,HTU28 Ma".) 7'A 111 7Ye 3'h 26) ld x 1 h" 2,140 3,620 4,340 4,680 5,435 1,840 3,285 3,730 4.025 4,675 FLHTU210 Mm.l 3'h 15i 975e 3h 32)1d x 1'h" 1,330 4,355 4 355 4,355 4,355 1,145 3,265HTU210(Max.) 9',6 1% 9Yrr 3'h 32)1d x 1'fi' 3.315 4.705 5,345 5,760 5,995 2,853 4,045 4,595 4,955 5,155 Double 2x Saes HTU26- 2 (Mn.) 31A 3V, 51/c Th 20)16d 14) 10d 1,515 2,940 3 340 3,600 3,910 1 305 2,465 2,465 2,465 2,465 HTU26- 2 (Max.) 5 n 3'hc 5% 3'h 20)16d 20) 10d 2,175 2.940 3 340 1 3.600 4,485 1,870 2,530 2,870 3.095 3,855 HTI128- 2(Mn.) 3% 344s 7Yx 3'h 26) 16d 14)10d 1,530 3,520 4,310 4,310 4,310 1,315 3,235 3,235 3,235 3,23,5 17, HTU28- 2 (Max.) 7Yi 394c 7Y. 3'h i (26)16d 26) 10d 3,485 3,620 4,340 4,680 5,850 2,995 3,285 3,730 4,025 5,030 FL FLHTU210- 2 (Min.) 1 3'6 i 35fc 1 9Yr 3'h 32)16d 14) 10d 1,755 4,705 4,815 i 4,815 4,815 1 510 3,610 3,610 3,610 3,610 HTU210- 2 (Max.) i 9 h 1 344,1 9he Th 1 (32) l6d 32)10d 4110 4,705 5 345 1 5,760 7,200 3,535 4,045 4,595 4 955 6,190 1. The maximum hanger cao is measured between the foist (or ,cuss) enc and the carrying memoer. 2. Minimum heel herchts required for full rable bads are based on a minimum 2/ 12 pnah. 3. Uplift has been xhcreased for wend or eannquak-- loading with no further rcrease allowec, reduce where other bats govern, 4. Wind (163) 6 a downbac ranng. 5. For hanger gaps between' and h', use the Alternate Allowable Loads. 6. Truss chord cross-gra n tension may I rnr alhwable loads ii acrnrdance w in ANSI rTPI 1-' , ". Simpson Strong -Tie' Connector Selecto ' Software includes the eaaluat on of cross -gran tension n its hanger alowaole loads. For adeitronal information, contact Simpson Slrorg-Tie. 7 Loads shown are based on a minimum 2-ply 2x carrying member. For single 2x carrying members, use N10 (10d x 1 h') nails r.to the header and reduce the allowable download to 0.70 of the table value. Tine allowable uplift is 100% of the taole load. 8. Nails: 16c = 0.162' dia x 3 h' long, 1 Cd = 0.148' dia. x 3' ling, I Od x 1 h' = 0.148' d a. x 1'h' long. See pp. 26-27 for other road saes and nformation. 238 UPDATED 04/17117 Simpson Strong -Tie! Wood Construction Connectors rM17 MM HTU e ' Face -Mount Truss Hanger (cont.) These products are approved for installation with tie StrorKt-Drnre• SO Connector screw. See pp. 39-40 to, more xr(ormaticn. Alternate Installation Table for 2x4 and 2x6 Carrying Member Min. Minimum Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads CodeModel Na Heel CarryingHeight Carrying Carried Uplift Floor Snow Root Wind Uplift Floor Snow Roof Wind Ref. Member in,) Member Member 160) 100) 115) 125) 160) 160) 100) 115) 125) 160) HTU26 (Min.) 3 A (2) 2x4 10)16d 14) 10d x 11h" 925 1,470 1.670 1,800 2,040 795 1,265 1,435 1,550 1,755 HTU26 (Max.) 516 12) 2x4 10)16d 20)1 Od x 1'h" 1,310 1,470 1,670 1,800 2,250 1,125 1,265 1,435 1,550 1,935 L1, HTU28 (Max.) 71A (2) 2x6 20) i6d 26)10d x 11h" 1,970 2.940 3,340 3,600 3.905 1,695 2.530 2,870 3 095 3,360 FL HTU210 (Max.) 9'A 1 (2124 20)16d 32)1Od x 1'h" 2,760 2.940 3,340 3,600 3,905 1 2,375 2,530 2.870 3,095 3,360 1. See table above fcr dimensions and add tional footnotes. 4. Nails: 16d = 0.162' dia, x 3Y,' Lug, 10dx11,4= 0.1IS' dia. x 1'h' long. 2. Maxi-nnum hanger gao for the alternate xstalatior is h'. See pp. 26-27 for other nail s'zes and information. 3. Wnd (16C) is a download rating. Alternate Allowable Loads (112" Maximum Hanger Gap) Model Min. Dimensions (in.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code Na Heel Height W H R Car ngMember Carried Member Uplift 160) Floor 100) Snow 115) Roof 125) Wind 160) Uplift 160) Flaer 100) Snowno Roof 125) Wind 160) Ref. Single 2x Sizes HTU268 3'/i 16A 5'%. 3Y, 1 (20) 16d 11) 10d x 1'h" 6/0 2,/35 1 2,135 2,135 2,735 5/5 1,125 1.125 1,725 1.125 HTU26 (Mm.) 1 31A 1% 51Ac 3115 20) l6d 14)1Od x 1 h" 1.175 2,940 1 3,100 3,100 3.100 1.010 1,955 1,955 1,955 1,955 HTU26 (Max.) 51h 1% 5'%, 31h 20)16d 20)10d x 1'h- 1,215 2,940 1 3,340 3,600 1 3,760 1,045 2.370 2,370 2,370 2,370 17 HTU28 (Min.) 3 A 1% 7 4e 3 h 26)16d 04) 10d x 1 h" 1.125 3 770 1 3,770 3,770 3,770 970 2.825 2,825 2,825 2,825 Ll7, HTU28 (Max.) 7Y 1% T'& 3'/z 26)16d 26) 10d x 1'h' 1,920 3 820 4,340 4,680 5,015 1,695 3.285 3,730 3,765 3,765 FL HTU210 (Mm.) 37A 1% 9'hr 31h 32)16d 14)10d x 1'h" 1.250 3,600 3,600 3,600 1 3,600 1,075 2,700 21700 2,700 2,700 HTU210 (Max.) 9'A 17b 9Y• 31h 32)16d 32) 1Od x 11,1." 3,255 j 4,705 5,020 5,020 5,020 1 2,800 3,765 3,765 3,765• 3,765 Double 2x Saes HTU26-2 (Min.) 3'A 31is 5'/r 31h (20)16d 14) 10d 1,515 2,940 3,340 3,500 3,500 1,305 2.205 2,205 2,205 2,205 HTU26-2 (Max.) 5'h 3 f Sk 3h (20)16d 20) t0e 1,910 2.940 3,340 3,500 3,500 1,645 2,205 2,205 2,205 2,205 HTU28-2 (Mm.) 3%. 34Ss 7'Ar 3'h (26) 16d 14) lOd 1 490 3,820 3,960 3,980 3,980 1,280 2,985 2,985 2,985 2,985 17, L17, HTU28-2 (Max.) 7'/. 31; 7h. 3h I (26) 16A 26) l00 3,035 3 820 4,340 4,6R0 5,555 12,610 3,285 3,730 4,025 4165 FL HTU210-2 (Mar.) 3 S 3c 9Yir 3h (32)16d 14)10d 1,755 4,255 4,255 4,255 4,255 1,510 3190 3,190 3,190 3190 HTU210-2 (Max.) 9'/. anti 9'4. 3Y: (32) l6d 32) 10d 3,855 4.705 5,345 1 5,760 6,470 1 3,315 1 4,045 4,595 4,855 4,855 See able fc3trotes on p. 238. Options: See Hanger Options information on pp. 121-123. Skewed Seat Skewable up .o 671h`. Available in single and 2-py size. No bevel cut required. Allowable Loads for Skewed HTU Hangers Model, No. Skew Angle Degree) Fasteners DFL/SP Allowable Loads' HF/SPF Allowable Loads'' Carrying Member Carried Member Uplift 133/160) Download 100/115/125) Uplift 133/160) Download 100/115/125) 51 20)16d 14)10d x t h" 1,315 2,945 1,130 2,530jHTU2651-671h 20)16d 12) 10d x 1le 970 2,595 835 2,230 51 26) 16d 20)10d x 11h" 2.015 3.060 1,730 2,630 HTU28 51-671h 26)16d 17)10d x 11h" 1,485 2,815 1,280 2,420 51 f32) 16d 26) 1Od x I1 ' 2,715 3,175 2,335 2,730 HTU210 51.67h 32)16d 22) 1 Od xt h- 2,005 3.040 1.725 2,615 51 20)16d 14)10d 1,335 2,555 1145 2,200 HTU26-2 51-671h 20) 16d 12) 10d 1,110 2,700 955 2,320 51 i26) 16d 20) 13d 2,470 3.890 2,120 3,345 HTU28-2 51-671/2 26)16d 17) 10d 1,710 3,775 1.470 3,245 51 32) 16d 26)10d 3,600 4,935 3.100 4,245 HTU210 2 51-671h 32)16d 22)10d 2,256 1 4,790 1 1,940 4,120 1. Uplift bads hava been increawd for wind or 3. Maxirnu n hanger gap between brit of joist (puss) and face of earthquake loading w.th no further increase carrying member s 'h'. alcwed. Reduce wnere other bads govern. 4. Nails: 16o = 0.162" do. x 31h' long, 1 Odxl lk = 0.148' dia. x 1'W lorg, 2. Alowaole downlows may rot oe mcewed. 10d = 0.148' dia. x 3' Iona. See pp. 26-27 for other nail sizes and information. A" Aange A„ Acute Aange side 0' Speufy angle Top View HTU Hanger Skewed Right <51• 0' Specify angle 51 • to 671h• Top View HTU Hanger Skewed Right >_ 51' 239 f Simpson Strong -Tie" Wood Construction Connectors SIMPSON StioiigLTie Adjustable Truss Hangers 4EEREpV This product is preferable to similar connectors because of a) easier installation, b) higher bads, c) lower installed j cost, or combination of these features. The THA series have extra long straps that can be field -formed to give height adjustability and top flange hanger convenience. THA hangers can be installed as top flange or face -mount hange s. THA4x and THA2x-2 models feature a dense nail pa tern in the straps, which p ovtdes more rnstalation options and allows for easy top flange installation. Material: See table Finish: Galvanized. Some products available in ZMAXe coating, see Corrosion Information, pp.15-18. Installation: Use all specif ed fasteners see General Notes. The following installation methods may be used: Top Flange Installation — The straps must be fialn formed over the header - see table for minimum top flange requirements. Install top and face nails according to the table. Top nags shall not be within 'A" from the edge of the top flange members. Fcr the TI IA29, nags used for joist attachment must be driven at an angle so that they penetrate through the confor of the joist and into the header. For all other top flange installations, straighten the double shear nailing labs and install the nails straight into the joist. Face Mount Installation — Instal all face nails accordinc to the table. Not all nail holes will be tilled on all models. On models where there are more nail holes than required, the lowest four face holes must be filed. Nails used for the joist attachment must be driven at an angle so that they peretrate through the corner of the loist into the header, Alternate Installation — The THA 4x hangers may be installed in a top fiance configuration using the tabulates fasteners for facie -mount installaton and achieve the face -mount installation loads. Instal the tabulated face nails into the face and top of the carrying member. Nails used for the joist attachment must be driven at an angle so that they penetrate through the corner of the joist into the header. Uplift — Lowest face nails must be filed to achieve uplift loads. Options: THA hangers availatk, w.th the header flanges turned in for 3%" (except THA413) and larger, with no load reduction - order THAC hanger. Codes: See p.14 for Code Reference Key Chart iDoui Nail Shear Double- Nail Sneer SCde liew, Na lung Do ,ter Top Vew i ,r•-•,'- bene I.3o l rill ror L ty"" I 2rf,•br THA122-2 zv pIHAC422pand7HA4262 0 O c v 2'h' for THA4262 THA29 tlir I i THA418 6THAC422 Double 42 - 2 face nails Use full fade value (Total) Single4Y2- 4lopnails Face naib Top ri Sea (Total) per table per table footnote 3 g J 1'/ Straighten the gouge i til$// wear straight tabs and joistnag,5 sUai0h1 into the joist Typical THA Top Flange Installation on a Nailer except THA29) Alternate Installation of THA422 Dome Doable -Shear Nailng Side Vew Available on same models) U.S. Fatenl 5,603,580 Y Straighten the double shear nailing tabs and instal nails stra ght Typical THA422 Top Flange Installation on a 4x2 Floor Truss Typical THA29 Face Mount Installation Typical THA29 Top Flange Installation 0 to 6 r30 Min. header 229 THA/THAC Adjustable Truss Hangers (cont.) e These prooucts are available vnlh add tional corrosion protection. For more information, see p. 18. SIMPSON Sti ongTie Model No. Ga. Dimenslons (In.) Min.' Min. TopFlangeHea) Depthder Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code net. Wy H C Carrying Member , Carried Member Uplift 160) Floor, 100) Snow 115) Roof 125 Wind 160) Uplift 160) Floor 100) Snow 115) Roof 125) Wind 160) Tap Face Straight Slant Top -Flange Installation' THA29 18 1 % 91Y. 5',1 21a. 4) l0d 4) 10d 4)10d 560 2.260 2 310 2,350 2,350 480 1,740 1.785 1,815 1,815 THA213 18 1% 13Y. 1 51h 11h 4)10d 2) 100 4) 10d x 1 h' 1.615 1.615 1,615 1,615 1,280 1,280 1,280 1,280 THA218 18 1 % 17356 51h 2 4)10d 2) 10d 4;10d x 1 S4' 1,615 1,615 1,615 1,615 1,280 1,280 1,28011, THA218-2 16 31A 17'Ke 8 2 4)16d 2) 16d 6)10d 2,245 2.245 2,245 2,245 1,935 1,935 1,93511,935 18, THA222-2 16 31A 22Y% 8 2 4)16d 2)16a 6)1Did 2,245 2,245 2,245 2,245 1,935 1,935 1,935 1,935 L15, FL THA413 18 3% 13%, 4h 11h 4)10d 2)10d 4)10d 1,615 1 615 1,615 1,615 1,280 1,280 1,28011,280 THA418 16 3% 17h 7'•1 2 I - 4)16d 2)16o 6)10d 2,245 2,245 2,245 2,245 1,935 1,935 1,935 1,935 THA422 16 3% 22 7%. 2 4) 1Ed 2) 160 16i lOd 2,245 22451 2,245I2,245 1,935 1,935 1,935I1,935 THA426 14 3% 26 77A 2 4) l6d 4) 16d 6) 16d 2,435 2, 335 2,435 2,435 2,095 2,095 2,095'2,095 FL THA422-2 14 7',4 221'/. 9'/4 2 4)1Ed 4)16d 6)16d 3.330 3,330 3.330 3,330 2,865 2,865 2.865 2,865 170 THA426-2 14 7'/. 26Y. 9'/. 2 4) 16d 4)16d 6) 16d 3,330 3,330 3,330 3,330 2,865 2,865 2,86512,865 170 Face -Mount Installation' THA29 18 16141 911/1. 1 5'h 91Y. 16)10d 4) 10d 560 2,125 2 310 1 2,350 2,350 480 1,740 1,785 1,81511,815 THA213 18 1% 13i4. 151f. 1 13 1. 14)100 4) 10d 1,170 1,955 2 02a 65 055 780 168,1 1 735 1,77` THA218 18 1% 17Y615: 1TAG 18)10d 4) 10d 1,170 1,01,5:'D'02,"6fi B 780 69C 1,735 1,77.`• THA218-2 16 3SS7'Yw1 8 14Y. 22) 16d- 6) 16d 1,855 3695 3,69513,69513,695 1,595 3,185 3,185 3,18513,185 18, THA222-2 16 3A 22Y6 8 14'h. 1 (22)16d 916d 1,855 3 695 3,695 3,695 3,695 1,595 3,185 3,1fU 3185 3,185 L15. FL THA473 18 3% 13Y6 4h i 13•l1 14) IOa 4)10d 1,170 1,940 2,235 2,400 2,400 780 1,660 1,910 2,07512,210 THA.418 16 341 17'h I 7A 114Y6 22)16d 1(6)16d 1,855 3695 3,695 3,695 3,695 1,595 3.185 3,185 3,185 3.185 THA422 16 3% 22 171A 14Y. I (22)16d I (6)16d 1,855 3,695 3,69513,695 3,695 1,595 3J85 3,185 3,185 3,185 THA426 14 3% 26 7 h 161s. 30) l6d 6) 16d 1.855 4 4AC 4,4N 4 43:1 4 1&r' 1,595 3,8 5 k55 3,51 I3 B"I , FL THA422-2 14 7'/. 1 22`A. 9Y'4 16 Sc PO) 16d 6)16d 1,855 5,160 5,520 5,520 5,520 1,595 4,440 4,745 4,74514,745 I,170 THA426-2 14 71/4 26Y. 9'/i I 18 38)16d 6 16d 1,855 5520 5,520 5,520 5,520 1,595 4,745 4,745 4,745 4,745 F ',170 1. Upl ft has been ncreased 60% for wnd or earthquake loadirg w.,h no further increase alow.=.d, redlce where other bads covern, 2. Wrd (160) is a downloac rating. 3. For single 4x2 top chord caning memoers cr single 2x milers, the following THA hangers can be installed using 10d x 1'h' top nails and (2) 16d face nails vnt,) reduced allowable loads as noted THA418/THA422. 1,415 to. for DF/SP, 1.215 b. for SPF, THA426. 2 245lb. for DFrSP, 1,930lb. for S- THA422-2'1"HA426-2 2,345 lb. for DFrS? 2,015 Ill. for SPF Loads are baser on hanger nstaCet ons at paiel points. 4. Face -mount installation loads are based on min mum of 2-* 2x carryng member. For single 2x carrying members, use 1 Od x 11h' nails into ttie ra-•prig member and tabulated faster-ers into the tamed member, anc use 0.80 of the table value for 18 gauge, and 0.68 of the table value for 16 gauge and 14 gauge. 5. Min. lop Flange refers to the minimum length of strap that nxlst be field formed over the header. 6. For the THA 2x morels, one strap may be installed vertically according to the face mount nailing regi cements anc the other strap wrapped over the toss chord according to the top flange na ling requuerrents (see drawno on p. 229) anc achieve f 3l tabulated top (lance nstalL-t on locos. 7. Nails. 16d = 0.162' da. x 31A' long, l Od = 0.148' da. x 3'' Ong 13d x 1 = 0.148' dz. x 1 h' long. See pp. 26-27 for o her nail sizes and n'ermalon. 230 Simpson Strong -Tie" Wood Construction Connecto s SIMPSON Skewed Truss Hangers Designed for 4x2 floor trusses and 4x beams, the THAR/L422 has a standard skew of 45°. Straps must be beret for top flange installation. PAN nailing helps elminate splitting of 4x2 truss bottom chords. Use all specified fasteners, see General Notes Straps must be field -formed over the header a minimum of 21h" Minimum and maximum nailing configurations available — sox; table for nadulg requirements Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord Dimensions Min. Top Fasteners DF/SPAllowable Loads SPF/HFAlowableLoads Model Ga. in.) Chardon Effective Heght Carrying Member Carried Member Code Na Carrying H° Uplift Floor Snow Roof Uplift Floor Snow Root Ref. W H C Top Face Straight Slant Member 160) (100) (115) (125) 160) (100) (115) (125) I Single 9mir. 880 880 880 755 755 755 S4x2 l0d(x)l h" 10d(x)l'k" 10d(x)l'/i' 10d(x)l'h' THAR/ L422 M n.) Ib 223i 8 18. Double 9 to 12 z 1, 525 1,525 1 525 1.315 1,315 1,315 4x2 4) 10d 2)10d 1)10d IOdx)1'h' LI5, F 121,090 1,090 1,090 935 935 935 THAa/ L422 16 396 2295 8 Double 91ror. 4) lOd 8) tOd 1) lOd 2) 310 1,675 1,675 1,675 265 1,440 1,440 1,440 MAP4x2lOdx1'h' 1. Uplift has been ncreased for wind or earhquake loading with no `LAIner inc ea_e allowed, reduce where other loads govern. 2. Roof loads are 125% of floor bads unless I mitec by other criteria. Fktor bats may be adjusted for load durations according to the code prcmded they do not exceec ;nosy in the roof column. 3. Whe•e the top of the carried member is rush with the top of the carrying member, Fiett is equal to the depth of the carnet member. Otherwise, Hen shall be measures from the top of the bearing seat to the top of the carrprig .. ember. 4. Nails: 10d = 0.148' do. x S long, 10d x I W = 0.- 48' cia. x 1''A' long. See po. 26-27 for other nal s zes and irformatlon. 7N 241 In THJA26 Truss Hip/Jack Hanger The versatile THJA26 can accommodate right- or left-hand hips (at 45-degree skews), and can be installed before or after the hip and jack. Can also be used for double (terminal) hips. Material: 14 gauge Finish: Galvanized Installation: Use all specified fasteners, see General Notes. All multiple members must be `astened together to act as a single unit. Shall be aftached to a double girder truss to allow for reauired minimum nail penetration. See footnote 3. Options: These hangers cannot be modified Codes: See o.14 for Code Reference Key Chart IWNQ working point Top View Left -Hand Hip Installation 9' c o o o0 0 0 0 0 0 0 THJA26 Top View Right -Hand Hip Installation fvpd LSIMPSONStTngt-Tie Typical THJA26 Installation 00- IMPR MOW Top View Terminal Hip without Center Common Jack Fasteners OF7SP Allowable Loads SPF1HF Allowable Loads Model Carried Code Canyin9 Member Hip Jack Uplift 160) Floor 100) Snow 115) Roof 125) Wind 160) Uplift 160) Floor 100) Snow 115) Roof 125) Wind 160) No. Member Ref, Hip 720 2,010 2,310 2,450 2,450 590 1,740 2,000 2,100 2,100 THJA26 20) l6d 6) 10d x 1'12" 4)10d x 1'h" 111, FL Jack 240 670 770 815 815 195 583 670 700 700 Total 960 2,680 3,080 i 3,265 13,265 785 2,320 2,670 2,800 1 2,800 1. Uplift bads have been increased for w.rid or earthquate load ng w if, ro further increase allowed; racuce ,sere other bads govern. 2. Wind (150) is a download ra:irg. 3. Loads shove are based on a min mum (2) 2x6 carrying -ember. For single 2x carrying members (min. 2x6), use 10d x 1'h' nails and use 0.67 of the table value. For (2) 2x4 carying members, muhpty the download by 0.50 4. - 6d sinkers (3.148' dia. x 3'/4' long; may be substitued fcr ate specified 16d commons at 0.85 of the table load. 5. Tab -dated he ann lack allowable bads assume tnal 750,5 of the total bag is d stntwted to the hip and 25% to :he jack. It 6 permit-ed to distr,bute 65% to 85% of the tabuL'ed :etal load to the hip, and line remaining percentage of total load to the lack. The combbred hip and jack bad may not exceed the pulel shed Total Load. 6. For terminal hips, dale t-e total a0owatb bad by 2 to determine the alow•aole bad for each hip. 7. Truss chord cross -gram tension may lirrw• allowable leads in accordance w,th ANSVTPI 1 S mpson Strorg-Tin' Connector Selector"softwaro incl,des the evaluation of cross -grain tension n its hanger allowable loads. Fo, additional information, contact S mpson Strong -Tie. 8. Nails: 16d = 0.162' ca. x 3'h' Icing, 10d x 1 W = 0.148' dta. x Vh' long. See pp. 26-27 for other nail s,zes and information. 247 i_ VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade-Minumum Reauirements TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE tm "CRIPPLE ripples 4'-O" for 30 psf (TL) and 20 psf (TD) Max. ca the crippes for each row starting from the vatlays or sleepers working Inward to the ridge board so that cripple locations are gerad between rows. ITYO) innection Requirement Notes 2x6-rafters'to ildge 4 16d toe -nails Cripple to ridge 4 16d to"a ils Cripple to rafter 4 16d toe -mils 6 16d face -naps Rafterto steeper or blocking Slid toe-mlh Rafter to two 296 sleepers 4 lid too -nails Sleeper to truss 4 l6d toe -nails Two 2x6 sleepers to truss 3 16d toe -rails each sleeper 3 truss Ridaa board to rod block 41id toe -rails Ridge board to truss 416d toe-nalb Purrin to (Typ) 316d toe -mils - Trussto'blocking 4lfd too -nails Truss to cripple 416d toe -mils Truss to cripple 416d toe -mils Cripple to purlin 31id toe -nails SPACED 24-O.C.I— rw a. aauxng • GENERAL NOTES pp.—, (NOT REODUtID If SLEEPERS ARE USED) 13. Collar beam to rafter 4l6d toe -falls CRIPPLE, BRACING, & BLOCKING NOTES NOTE: 16d (o.1c2•x3.s•)coMMDN NAILS Purlins squire 2'4- O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. 2x4 continuous, lateral restraint (CLR) min. is.requlmd for cripples T-0" to 10'-0• loognailedw12-10d (0.146"x1") palls..Or 2x4 "T' or scab reinforcement malted to Ral edge Purlins should owdap sheathing one truss spacing minimum- of cnppte with 10d ``0126"x1.0") nails at 6" o.c- "r or sub must be 50% of cripple length. Cripples CLR's " In cases that this Is Impractical, overlap sheathing a minimum of i', and mail upwards through sheathing Into puffin with owr 10'-0- long requrs two or both faces wf T" ar sub. Use stress graded lumber i box or common malls, minimum of 14d 0.131x2 "6') common wire nails. NmmQw edge of cripple can face ridge or rafter, Effects of not providing sheathing below A va0ay set as long as, the proper number of nails an must be "aluated by the building designer.- Installed into ridge board This drawing applies to valleys with the following conditions: a^stall blocking under rafter If sleepers are not used. heiflSpans (distance between hwls) ail'-0" or teas insall blocking .rider cripples It crlpplos fall between , Maximum valley height; 1 lover truss top chords and lateral bracing is not used. Maximum valley roof height: 00 1«t9 Apply all nailing In accordance to current NOS requirements. Nails are common wire nails unless noted otherwise. ASCE 7-05, 140 mph, Enclosed, Cat II, Exp 6, 1=1.0, Kzt=1.0 Or A Maximum of ASCE 7-10, 110 mph, Enclosed, Exp D, KztY1.D E,. H, eeseeeaaee / r GEN$ A) B) (a•) rMrnmo.e RrAb Nm ILLIW ALL TUTU IX Tlas MWIPI2 bf7frNfT FUWQS i TN= 0M%rI% M " mne0CUPS aGlma4 TIC 1161N1RS— NO. i!)861 TI LL 20 30 40 54 VALLEY FRAMINGREFVALLFRAMING DATE 10/01/14 Trva..e rae,N .,M1vra ew h I.ariCateV, ra.rly, .hlpµp, h..Uta u+a r. uo. w r.v.T .rte., a aest ours tz T s.s.ty t r...+w ar TPt ." r.Co1..1. b tIVM ft"vena koa "4r. 1Ya [.,,awry .nova • y leeTC DL 10 20 7 7 DRWG VACNV1801015 pr. cttei prl.r r•r•rr•i p'e•I.r a•a M. YL.• n.aN .W.-.Y., Me cMa —a 1WI h.re . . rl pyY4 u,4 LeutMne rr.e.n rrr.p..+arr.'t I.4rat raetr.htyr ..r a C DL OI 0 0 0 ONE a &LION E sirs, h Wif p ahultiwa..cno MNl4e H.* lCS! xeWns b, 17 )t0, ..pll=.r.. NOI1 M.t.s b ..Qi r 1 ..... e.ri." ,.n .a. —I - w .,o., d,.l., 1.....,M.. : ' r ti A+•.w UXA-2 fr ri. d 0.a paat4oncw STATE c LL o 0 0 0 TTLM07tNMN1' Mq ANS I L «• fe,TOT rANALD.347 61 er, Ap ...w.tw.nrN.a'dre"s M r— a.p tlMV VA. *v io Y,h.tee _=W% or .r P-e- aria r»e.- tlr wetasesv w rw K ew r..r,e r s ` s.r .re' seveery Y Yr.r.trr.'t*+et Na.wo.. eh. a'a V o.r.r rerr a1R/tn i s.es. nil L ws+ DUR FAC., 1.25/1 15 SPACING SEE ABOVE tat trewu a.e tena•uoaus ie NraEw.M.m..'e"Trb—tptoM a -".. .t'_v. aLR.e..m.r.a e t Cracked or Broken Member Repair Detail Load Duration = 07 This drawing specifies repairs for a truss with broken chord Member forces may be Increased for Duration of Load or web member. This design Is valid only for single ply trusses with 2x4 or 2x6 broken members, No more than one break per chord panel and no more than two breaks per truss are allowed, Contact the truss manufacturer for any repairs that do not comply with this detall. B) = Damaged area, 12' max length of damaged section L) - Mlnimun nailing distance on each side of damaged area (B) S) = Two 2x1 or two 2x6 side members, some size, grade, and sppecles as damaged member, Applyy one scab per face. Minimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel, Nall Into 2x4 members using two (2) rows at 4' o.c., rows staggered, Nail Into 2x6 members using three (3) rows at 4' o,c., rows staggered. Nall using 20d box or gun nails (0,12810', min) Into each side member. The maximum permitted lumber grade for use with this detail Is limited to Visual grade 41 and MSR grade 1650f. Thls repair detall may be used for broken connector plate at nld-panel spllces, This repair detail maY not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tle-In loads. s L L 4' o.c iTyplcal f^ O + O + 0 + O O + O + O + O + 1 2' 1-- Stagger Back Face 10d Box (0.128' x 3', min) Nails, 0 = Front Face 2x4 Member - Double Row Staggere 2x6 Member - Triple Row Staggerel Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12, 620# 635# 730# B00# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 24' 975# 1055# 14950 1745# Web or Chord 2x6 1465# 15B5# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 25554 Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36, 2470# 2530# 1 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 29754 3045# 3505# 3635# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chordl 2x4 48' 3460# 3540# 4070# 1 4445# Web or Chord I2x6 5165# 5280# 1 6095# 1 6660# Mhhun L DNt.ne. Nail Spacing Detail L oa oVARMR1Da. KAI 00 rOLLOW ALL NOTES a TWS MAVIIR7 wDeaeTAMToa rUMSH THIS AUVDG TD ALL CDITRACTERS DCLIIIDG INS DLC &LOM REF MEMBER REPAIR DATE 10/01/14 n F O I9QnII L YI.~'. tat Ia..a': :/cir'31 ouipnco.p,."-'.P'y1Pi,/«wi'i:byt:M iiu..#"yy r/r+ctkes 1rb u 1Mro. tMae I,nc,lan MY:St' w ' I •, . t> IM.. n•b •tMr.l•1. to.Nr1Irvr rr.1 Mr. rMrrlY Ot.ellr.1;91 .0 L•c.Wro rlrwt /r Nrn.rrant t.tT•l %-.ht I .Y• tlrl Mvr M'ach0 htt.11. .r I eC SS. I) IM applc.Ylr. :1 'I b. t. wa raceNtruerrEnH4nfumJwr . an W bind Rrt•4, ,/Meu rotes M.rMs. Mfrr a• ta.ln•a INA-I Ir .t.nNrd plot. pa.Iti— DRWG REPCHRD1014 AN RW OJMMNY 11311 L—Adn arm ErN C". MO 1S017 Alphe, a drl•l•n of ITV IWp GerlMnma. Inc. .I.11 rot Yt'"r0k, /r u+yy rrYtlon freei . =: t a r.en1 M truant. M.t r-..hy u,Y dal , i• YWi ttr trot• h con rrorot .lth ANSVTn 1, r Ir h.n•, .h OW& A .I a thlt r'a./rr — P. 1.thp thla M.hp t.ec.te..«.•uro• of M'e/enYnN wrh... wN er••rrYNy :•1•IY rr W reynW ammo Tlr ILYIty rr •r tIN.dMMY Ir W • 4 1M re•IWlty .1 SW14 le•Crrr p- NW17PI I SK9. Ir are hlrro<Mn .. tNt )Y' yror.l rotes Dr aM 1M•. .• eteu Al1M ..e.l ..c-' nip ....gh.arll SRCAr =11oci"y.atry.rD, Ica ...x.nr..r1 SPACING 24.0' MA t dam slmnlNc OVAIL RECOMMENDED SHORING DETAIL x 2do 15004 CAPACITY POSTSV01 4'U" O.C. r NOTE. IF PALLETS'OF CONSTRUCTION MATERIAL WEIGHING MORE THAN 500M ARE TO BE PLACED•ON FLOOR TRUSSES, SHORING IS REQUIRED. x CONCENTRATED LOAO.QUE TO UPPER FLOOR CONSTRUCTION MATERIAL. PROVIDE 2'0' CLEARANCE"ON-ALL SIDES'OF A;PALLET. MAXIMUM WEIGHT PER PALLET IS 20000. LOAD MUST RE -SPREAD OVER AT LEAST 2-TRUSSES. NOTE: SEE APPROPRIATE AOrNE•DRAWING.FDR LUMBER. PLATES AND OTHER DATA NOT SHOWN MERE.. DmIding M.ltcrialAts. i NOTE. §HORISTALLTAp0AT0ARO LABOOVE R 112" gypsum bd. a 2.2 psf / 1/2'! layer i MATERIAL IS TO BE SUPPLIED 5/ 041 gypsum bd, ^ 2.8psf / 5/811 In'yer 1 BY THE CONTRACTOR. At 811 cone. block - 60 psf! 9"laycr- nasonrybrick,=38psfl9°, layer 2_ .0— Q INI MMUM SUBFLOOR-'UNOERLAYMENT *.-2000# 2) —X6 HEADER 4X4 OR (2).; 2X4X4,' O" UNDER TRUSSES"WHEN'.SHORTNG POSTS @ Q ' 0 " O . C . ""' IS REQUTREO.1 J 111Farrv.7l 7 q'g= CLEAR SPAN P T P- At-PINEA N i. ch r a o o cr REF DETAIL r_ GATE 05/ 0 / 9flRS Aus l CJOG C7 t=1 C.9 i- Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone.(800)755-6001ALPINE A—CUAW— WWW.alpineitw.com Site Information: Customer: Carpenter Contractors of America Job Number. N3642606 JobDescnption. TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/,03/ ,R/O1 Address City, State, Zip e, Address and License # of Structural FOR if one exists for the building: Name: I License # Address: Job Engineering Criteria: _ Design Code: FBC 6th Edition (2017) City, State, Zip State: View Version: 17 02.02.1213.21 JRef # 1 WdX89750103 Wind Standard. ASCE7_10 Wind Speed (mph): 150 I Roof Load (psf). 20.00-10 00- 0 00- Floor Load (psf): 40.00-10.00- 0.00- 500 5.00 This package contains a job notes page, 55 truss drawings and 4 details. Item Seal # Truss 1 241.18.1505 23115 Al 3 241 18.1505 22523 A3 5 241 18.1505 22180 A5G 7 24118.1505.23085 131G 9 241 18.1505 22335 B3 11 241.181505.22897 135G 13 241.18 1505.22398 C 1 15 241.18.1505.22227 C3 17 241.18 1505 22538 MG1 19 241 18 1505 22490 MV4 21 241.18.1505.22304 FG1 23 241 18 1505 23007 FG3 25 241.18 1505 22241 HJ7 27 241.18 1505 23068 HJ5 29 241.18.1505 24115 ER 31 241.18 1505 22226 EJ3G 33 241.18 1505 23022 CJ3 35 24118.1505.22009 CJ1 Florida Certificate of Product Approval #FL1999 t Item Seal # Truss 2 241.181505.22570 A2 4 241 18 1505 22461 A4 6 241 18 1505 22898 A6G 8 241 18 1505 22178 B2 10 241 18 1505 22351 B4 12 24118.1505.26843 L1G 14 24118.1505.22927 C2 16 24118.1505.23006 C4G 18 24118.1505.22928 MV6 20 241 18 1505 22850 MV2 22 241 18 1505 22460 FG2 24 241 18 1505 22835 FG4 26 241 18 1505.26797 HJ7L 28 241 18 1505 22195 HJ3 30 24118.1505.22336 EJ5 32 241.18.1505.22117 CJ5 34 241.18.1505.23052 CJ3A this dx• nt has been etectromeilly 36 241 18 1505 2fn;k2 li[Vi3031 5rrgna ire. Drintrd Copie2 i utanorionalsonaturemust rcnncv 3014 UiG VI ry'11a GIGuI Vlnt version. v; •ruE NSf •f No. 70861 s ;* STATE OF 08/30/2018 Printed 8/30/2018 11 20 13 AM ALPINE Site Information: Customer Carpenter Contractors of America Job Number. N364260B JobDescnption: TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/,03/ ,R/01 Address I City, State, Z p: Item Seal # Truss 37 241 18.1505 26860 CJ5L 39 241 18.1505 26859 CJ1 L 41 24118.1505.22866 FT2 43 241.18.1505 24129 FT2GE 45 241.18.1505 22429 FT4 47 241.18.1505 22118 FT5GE 49 241.18 1505 23131 FT7 51 241.18.1505 22569 FT9 53 241 18.1505 22147 FT11 55 241.181505.22413 FT13 Florida Certificate of Product Approval #FL1999 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone: (800)755-6001 www alpineitw com Item Seal # Truss 38 241 18 1505 26765 CJ3L 40 241.18.1505 22491 FT1GE 42 24118.1505.24114 FT2A 44 241 18.1505 22054 FT3 46 241 18 1505 22320 FT4A 48 241 18.1505 22367 FT6 50 241 18 1505 22149 FT8 52 241.18.1505 23084 FT10 54 241 18.1505 22101 FT12 7his dxonve-M his been electrorticstly igneArieinpani!jitilSignntirre. Print'r1 copie! with3ut an original 3lgnature must t,e verified sinq the argil eiectronic version. P .H ; k No. 708151 0.STATE OF D,c; •:c ss/pNAI 08/30/2018_ a Y Printed 8/30/2018 11-20 13 AM Job Number: N3642608 Ply 1 SEON 40307 / T5 COMN Cusl R8975 JRef 1WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE ,021.031 ,R/01 Oty 6 FROM JJP DrwNo 241 18 1505 23115 Truss Label: Al KD / WHK 08/29/2018 Loading Criteria (psf) TCLL 2000 TCDL 17 00' BCLL 000 BCDL 1000 Des LcI47 00 NCBCLL 1000 Soffit 000 Load Duration 1.25 Spacing 24 0 " Lumber T 10"9 7' 10"9 T9" 4 7' 9"4 Wind Criteria Wind Std. ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP. C Mean Height 23 91 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist h/2 to h C& C Dist a 3 00 ft Loc from endwall not in 9 00 ft GCpi 0 18 Wind Duration: 1 60 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1 /30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced Attach with (2) 8d Box or Gun nails( 0 113"x2 5",min ) Restraint material to be supplied and attached at both ends to a suitable support by erection contractor a) or scab reinforcement may be used in lieu of CLR restraint substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown Scab reinforcement to be same size, species, grade, and 80% length of web member Attach with 0 128x3" gun nails @ 6" oc Wind Wind loads based on MWFRS with additional C&C member design 15' 22'1"7 30' 7' 1"7 T T17 7'10"9 7712 15' Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT, Ni Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/ RT 20(0)/10(0) Plate Type(s) WAVE 1114X6 D30' T2" 12 22712 Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL) 0100 1 999 360 VERT( TL) 0 383 1 999 240 HORZ( LL) 0 045 H - - HORZ( TL) 0110 H Creep Factor 2 0 Max TC CSI 0 972 Max BC CSI 0 927 Max Web CSI 0 417 VIEW Ver 17 02.02A 1213 21 08/ 30/2018 7' 9"4 30' Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1543 / 430 / 1027/ - / 287 / 4 0 F 1543 / 430 / 1027/ - / - / 4 0 Wind reactions based on MWFRS B Min Brg Width Reg = 2 1 F Min Brg Width Req = 2 1 Bearings B & F are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - C 977 - 2570 D - E 783 -1773 C - D 783 -1773 E - F 977 - 2570 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp B - J 2192 - 720 1 - H 2189 - 742 J - 1 2189 - 720 H - F 2192 - 742 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - 1 413 - 822 1 - E 413 - 822 D - 1 935 -383 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rapid telling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, asapplicableApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinf-Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW BuildinlComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the wmv co~ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page .. 2400 Lake Orange Or listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sul ability Suite 150 and useofthisdrawing, forany structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www alpineitw corn, TPI www t inst or , SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N364260B Ply 1 SEON 40308 / T4 / HIPS Cust RR8975JRef 1WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE ,02/,03/ ,R/Oi Oty 2 FROM JRH DrwNo 241 18 1505 22570 Truss Label: A2 KM / DF 08/29/2018 6'9"4 13' 17' 23'2"12 30' 6'94 6'2"12 ' 4' 'i 6'2"12 'F 6'9"4 11 Loading Criteria (psf) TCLL 20 00 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47.00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 23 41 It TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist h/2 to h C&C Dist a 3 00 ft Loc from endwall not in 9.00 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #1 T2 2x4 SP #2 N Bot chord 2x4 SP 2400f-2 OE 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 4p6 T2 =4E6 30' 15' 20' Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) 0 073 J 999 360 VERT(TL) 0 281 J 999 240 HORZ(LL) 0 027 1 - - HORZ(TL) 0 066 1 Creep Factor 2 0 Max TC CSI 0 451 Max BC CSI: 0 449 Max Web CSI 0 243 VIEW Ver 17 02 02A 1213 21 S AT O 4- , a• 81 COA#0114r +oi A .o. 08/30/2018 10, 1' 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1548 / 433 / 1032 / - / 254 / 4 0 G 1548 /433 /1032/- /- /4 0 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 G Min Brg Width Req = 1 5 Bearings B & G are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - C 1058 - 2598 E - F 990 - 2227 C - D 990 - 2227 F - G 1057 - 2598 D - E 851 - 1642 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - K 2237 - 812 J - 1 1635 - 523 K - J 1635 - 501 I - G 2237 - 840 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Com C - K 310 - 508 E - 1 607 - 243 K - D 607 - 243 1 - F 310 - 508 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, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or p 10, as applicable Apply plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page .. 240o Lake Orange Drlistingthisdrawingindicatesacceptanceofprofessionalengineeringresponsibilitysolelyforthedesignshown. The sui ability 2400 Lake and use of this r7rawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sec.2. Suite For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst org, SBCA www sbondustry com, ICC. _www iccsafe or - Orlando FL, 32837 Job Number: N364260B Ply 1 SEQN 40309 / T3 / HIPS Cust RR8975JRef 1WdXB9750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA1213TB/213SE ,02/,03/ ,R/01 Qly 2 FROM JRH Dnallo 241 18 1505 22523 Truss Label: A3 KM / OF 08/29/2018 5' 11 " 4 11' 19, 23' 10"2 30, 5'0" 12 8' 4' 10" 2 6' 1"14 5X5 '=5E5 D T2 12I6 k 2CX4 W y2F4 0 a) v> io B G taAH M 4X6(A2) 5X8 =6X6=4X6(A2) 30' 1' 10, 10, 10, 1' 10, 20' 30, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R - / U / Rw / Rh / RL / W TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) 0 100 1 999 360 B 1596 / 671 / 1031 / - / 220 / 4 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(fL): 0 361 1 999 240 G 1618 / 671 / 1031 / - / - / 4.0 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 040 1 - - Wind reactions based on MWFRS Des Ld 4700 EXP C HORZ(TL) 0 092 1 B Min Brg Width Req = 1 9 NCBCLL 1000 Mean Height 22 91 ft Code / Misc Criteria Creep Factor 2 0 G Min Brg Width Req = 1 9 Soffit 000 TCDL 4 2 psf Bldg Code FBC 5th ed 201 Max TC CSI 0 922 Bearings B & G are a rigid surface BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 878 Members not listed have forces less than 375# Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 210 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall. not in 9 00 ft FT/RT.20(0)/10(0) Chords Tens Comp Chords' Tens Comp GCpr 0 18 Plate Type(s) Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 B - C 1137 -2730 E - F 1031 -2415 C - D 1026 -2362 F - G 1130 -2771 Lumber D - E 948 -1956 Value Set 13B (Effective 6/1/2013) 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 Lumber value set " 13B" uses design values B - J 2357 -902 1 - G 2390 - 892 approved 1/30/2013 by ALSC J - 1 1995 -647 Bracing Maximum Web Forces Per Ply (Ibs) a) 1X4 #3SRB or better continuous lateral restraint Webs Tens Comp Webs Tens Comp to be equally spaced Attach with (2) 8d Box or Gun nails(0 113" x2 5",min ) Restraint material to be C - J 285 -387 E - 1 552 -178 supplied and attached at both ends to a suitable J - D 544 -168 1 - F 281 - 378 support by erection contractor a) or scab reinforcement may be used in lieu of CLRVNpN tllufgrp for CLRrestraintsubstitute (1) scab (1) and (2) scabs for (2) CLR'S where shown Scab yilti"r 4ti reinforcement to be same size, species, grade, and 1 •••+•"+••• 80 /• length of web member Attach with 0 128x3" gun SFGE nails @ 6" oc Loading o.708 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance Wind SAT OA•i QF Wind loads based on MWFRS with additional C&C A. f'• e..• member design NA % COA #041rf$S Ovsowrna+ 08/30/2018 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 BCSI (Building Component Safety Information, by TPI SBCA) for to these functions Installers shall temporarryyandsafetypracticespriorperformingprovide bracing per BCSI Unless noted o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinq Installed per BCSI sections B3, B7 or B10 as applicable Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW Building4Components Group Incfi trussinconformancewithANSIITPI1, or for handling, s shall not be responsible for any deviation from this dr?wing,aa failure to build the w oM„s ippinq, installation and bracing of trussesA seal on this drawi g or cover paqe - , 2400 Lake Orange Dr. p listingthisdrawingindicatesacceptanceofprnessionar engineering responsibility solely for the des' n shown. The suitability Suite 150 thisdrawingfortheBuildingDesigrierANSUTPI1Sec.2. anduseofanystructureiseresponsibilityofperFor more information see thisjob's general notes page and these web sites ALPINE w al ineitw corn, TPI www t inst or , SBCA www sbcindustry corn ICC w iccsafe org Orlando FL, 32837 Job Number: N364260B Ply 1 SEON 40310 / T2 / HIPS Cust RR8975 JRef 1WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE ,02/,03/ ,R/01 Oty 2 FROM JJP DrwNo 241 18 1505 22461 Truss Label: A4 KM / DF 08/29/2018 9' 15' 21' 30' 9' 6' 6' 9' C6 =4XD4 T2 = 6E6 T 12 T 6 o N 1 B F 3 A G 3X6(A 1) = 6X6 = 6X6 3X6(A 1) 30' 1' 10, 10, 10, 1' 10, 20' 30' '} Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL. 20.00 Wmd Std ASCE 7-10 Pg- NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) 0 083 D 999 360 B 1548 / 659 / 1023/ - / 187 / 4 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 320 D 999 240 F 1548 / 659 / 1023/ - /- / 4 0 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 036 H - - Wind reactions based on MWFRS Des Ld 4700 EXP C HORZ(TL) 0 087 H B Min Big Width Req = 1 8 NCBCLL 1000 Mean Height 22 41 It Code / Misc Criteria Creep Factor 2 0TCDL42psf F Min Brg Width Req = 1 8 Soffit 000 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 799 Bearings B & F are a rigid surfacegg Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 855 Members not listed have forces less than 375# Spacing 24 0 " C&C Dist a 3 00 It Rep Factors Used Yes Max Web CSI 0 262 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall not in 9 00 It FT/RT 20(0)/10(0) Chords Tens Comp Chords Tens Comp GCpr 0 18 Plate Type(s) Wind Duration 1 60 WAVE VIEW Ver. 17 02 02A 1213 21 B - C 1024 -2467 D - E 1043 -2171 Lumber C - D 1044 - 2171 E - F 1024 - 2467 Value Set 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 2400f-2 OE T2 2x4 SP #2 N Chords Tens Comp Chords Tens Comp Bot chord 2x4 SP #1 Webs 2x4 SP #3 B - 1 2080 -756 H - F 2080 -774 Lumber value set "l3B" uses design values I - H 2383 -886 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Wind Webs Tens Comp Webs Tens Comp Wind loads based on MWFRS with additional C&C member design C - 1 517 -124 H - E 517 - 124 g111111111111prhlr V' 1 l • f'1 i o. 708 1 SAT O 40 NAICOA #0,!5mS 08/30/2018 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 Component Safety Information, TPI r BCSI (Building by and SBCA) safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have attached structural sheathing and bottom chord shall have aproperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections propperly B3, B7 or B10, as applicable Apply Oates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW BuildinggComponents Group Inc shall not be responsible for any deviation from this drawin anV failure truss in conformance ANSI fPI 1, for handling, installation bracing trussesA this drawiXg to build the -MCwithorshipping, and of seal on or listing this drawing,indicates acceptance of pro essiona. engineering responsibility solely for the des' n shown. and use of this dawing for any structure is the responsibility of the Building Designer ANSI/TPI 1 Sec.2. cover page , , 2400 Lake Orange Dr. The suitability Suite 150per For more information see thisjob's general notes page and these web sites ALPINE www al ineitw cm, TPI wwva 1pinst or , SBCA www sbandusl com, ICC waves iccsafe org Orlando FL, 32837 Job Number. N3642608 Ply. 1 SEON 40311 / T1 / HIPS Cust R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A619A7 ,213MA1213MB/213TA/213TB/213SE ,02/,03/ ,R/Ot Oty 1 FROM JRH DnvNo 241 18 1505 22180 Truss Label. A5G KM / DF 08/29/2018 3'3" 7' 1,12"12 15'7"4 23' 30' 3,3„ '{' 39'.'{ 42.12 4'4"8 7'4"12 7' 8X8 4X6 III2X4 8X8 D E F T2 G 12 6T T2C4W a) (a) 5X5(C1) no i+t=4X6(C8 W2 T3 M 1 B H T_a A I t 4X8(C8) =6X8 1-11014 1112X4=3X6(C1) 30' 6'10"4 8'9" 7,6"8 610"4 1' r i 6'10"4 i 1574 23'1"12 1 30. Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) _ TCLL 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection In loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) 0 259 F 999 360 B 3759 11365 I - I - l - l 4 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 972 F 579 240 H 3028 / 1149 I - I - / - / 4 0 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL): 0 060 J - - Wind reactions based on MWFRS Des Ld 4700 EXP C HORZ(TL) 0 143 J B Min Brg Width Req = 3 1 NCBCLL 1000 Mean Height 21 91 ft Code / Misc Criteria Creep Factor 2 0 H Min Brg Width Req = 2 5 TCDL 4 2 psf Soffit 0 00 BCDL 5 0 psf Bldg Code FBC 6th.ed 201 Max TC CSI 0 974 Bearings B & H are a rigid surfacegg Load Duration 1 25 MWFRS Parallel Dist 0 to hl2 TPI Std 2014 Max BC CSI 0 744 Members not listed have forces less than 375# Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 857 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall Any FT/RT 20(0)/10(0) Chords Tens Comp Chords Tens Comp GCpi 0 18 Plate Type(s) Wind Duration 1 60 WAVE, HS VIEW Ver: 17 02 02A 1213 21 B - C 2753 - 7692 E - F 3366 - 9482 Lumber Special Loads C - D 2635 - 7593 F - G 3367 - 9483 D - E 2310 - 6681 G - H 2217 - 5983 Value Set 13B (Effective 6/1/2013) Lumber Dur Fac =1.25 / Plate Dur Fac =1 25) Top chord 2x4 SP #1 T2 2x6 SP 2400f-2 OE TC From 78 plf at -1.00 to 78 plf at 7 00 TC From 39 plf at 7 00 to 39 plf at 1560 Maximum Bot Chord Forces Per Ply (Ibs) T3 2x4 SP 2400f-2 OE Bot chord 2x6 SP 2400f-2 OE TC From 78 plf at 15 60 to 78 plf at 31 00 Chords Tens Comp Chords Tens Comp Webs 2x4 SP #3 W2 2x4 SP #2 N BC From 20 plf at 0 00 to 20 plf at 7 05 B - L 6803 -2425 K - J 5269 - 1931 W6 2x6 SP #2 N BC From 10 plf at 7 05 to 10 plf at 1560 L K 8544 3066 J H 5275 1929BCFrom20plfat1560to20plfat3000 Lumber value set "1313" uses design values TC 438 Ib Conc Load at 705 approved 1/30/2013 by ALSC TC 101 Ib Conc Load at 7 06 Maximum Web Forces Per Ply (Ibs) TC 237 lb Conc Load at 906,11 06.13 06,15 00 Webs Tens Comp Webs Tens Comp. Bracing BC 583 lb Conc Load at 7 05 a) 1X4 #3SRB or better continuous lateral restraint BC 136 lb Conc Load at 906,11 06,13 06,15 00 L - D 2414 -661 F - K 416 -704 to be equally spaced Attach with (2) 8d Box or Gun BC 1498 lb Conc Load at 15 60 L - E 958 - 2360 K - G 4642 -1581 nails(0 113" x2 5",min ) Restraint material to be E - K 1186 - 380 supplied and attached at both ends to a suitable support by erection contractor**pi fttNutufffr fr`''' 4';. a) or scab reinforcement may be used in lieu of CLR sY / Frestraintsubstitute (1) scab for (1) CLR and (2) 1•..+•"••••, •1 izi, 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 v ; nails @ 6" oc o.708 i Wind Wind loads and reactions based on MWFRS SAT O COA #00., niQf0A1t0% 08/30/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatinq, handlm shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety bracing per BCSI Unless noted oyherwlse,top chord shall practices prior to performing these functions Installers shall provide have properly attached structural sheathing and bottom chord shall temporary have a pro peryy attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10 Refer asapplicableApplyplatestoeachfaceoftrussandpositiondrawings160A- Z for standard plate positions as shown above and on the Joint9Details, unless noted otherwise to' ALPINE Alpine, a division of ITW Buildingg Components Group Inc truss ANSI/ TPI 1, for handling, shall not be responsible for any deviation from this drawing,any failure bracing trussesA this drawing to build the µ , in conformance with or shipping, mstallatibn and of seal on or drawing, listing thisdrawingindicatesacceptance of pro essrona engineering responsibility solely for the design shown. cover page - . 2400 Lake Orange Dr The suiabilitySuite150anduseofthisforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www tipinst or , SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N364260B Ply 1 SEON 40312 / T6 / HIPS Cust RR8975 JRef 1WdXB9750103 TEEN BUILDER ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE ,02/,03/ ,R/01 Oty 1 FROM HMT DrwNo 241 18 1505 22898 Truss Label. A6G KM / OF 08/29/2018 9'17' 10'1'12 15' 10"4 23' 30' 3'1'. 2 + 4'10"4 4'10„4 {' 3'1"12 '} 7' 6X6 =4X4 1114X4 =4X4 =6X6 C D E T2 F G T 12 6 T O u) B H 1 2) 1112X4 =SS0712 =4X8 =SS0712 1112X4—5X282X4X4(C2) 30' 1' 6'10"4 3'1"12 5' 5' 3'1"12 6'10"4 1' 6'10"4 + 10' + 15' + 20' + 23'1"12 30, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) 0 254 E 999 360 B 3047 / 1238 I - / - / - / 4 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 985 E 575 240 H 3048 / 1239 I - / - / - / 4.0 BCDL: 1000 Risk Category II Snow Duration NA HORZ(LL) 0 077 J - - Wind reactions based on MWFRS Des Ld 4700 EXP C HORZ(TL) 0 188 J B Min Brg Width Reg = 2 5 Mean Height 21 91 NCBCLL 0 00 ft Code / Misc Criteria Creep Factor 2 0 H Min Big Width Re q = 2 5 TCDL 4 2 psf Bearings B & H are a rigid surface Soffit 0 00 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 681 g g Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 621 Members not listed have forces less than Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used No Max Web CSI 0 729 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall NA FT/RT 20(0)/10(0) Chords Tens Comp Chords Tens Comp GCpi 0 18 Plate Type(s) Wind Duration 1 60 WAVE, 18SS VIEW Ver 17 02 02A 1213 21 B - C 2370 - 5870 E - F 2866 - 7185 C - D 2526 -6332 F - G 2526 -6334 Lumber D - E 2866 - 7185 G - H 2372 - 5872 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2 OE T2 2x6 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP 2400f-2 OE Chords Tens Comp Chords Tens CompWebs2x4SP #3 Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3 B - N 5148 - 2055 L - K 6435 - 2578 Lumber value set " 1313" uses design values N - M 5121 - 2049 K - J 5123 - 2050 approved 1 /30/2013 by ALSC M - L 6434 - 2577 J - H 5150 - 2056 Loading Maximum Web Forces Per Ply (Ibs) 1 hip supports 7-0-0jackswith no webs Webs Tens Comp Webs Tens Comp Wind N - C 643 -146 L - F 922 - 354 Wind loads and reactions based on MWFRS C - M 1913 - 752 F - K 642 -1252 tf tlllUfrrrh„<< M - D 643 -1253 K - G 1912 - 751 D L 924 355 G J 645 147 y- r• j1E - L 545 - 856 AGE'- o. 708 1 o:• SAT O ; QF A' COA # 0 $sue AL 08/ 30/2018 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 BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing BCSI Unless herwise,top have bottom have pernotedochordshallproperlyattachedstructuralsheathingandChordshalla properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS1 sections B3, B7 or B10 as applicable AppTy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to' drawings 16OA-Z for standard plate positions ALPINE Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µrrw COMPµtruss ANSIr PI 1, for handling, bracing trussesA this drawing inconformancewithorshipping, installation and of seal on or cover page, . 2400 Lake Orange Or listingthisdrawingindicatesacceptanceofprofessionalengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150 thisdrawingforishretheBuildingDesignerANSI/TPI 1 Sec.2. anduseofanystructureresponsibilityofperFor more information see this ob's general notes page and these web sites ALPINE w al medw com, TPI w tpmst or , SBCA www sbandustry com, ICC w iccsafe org Orlando FL, 32837 Job Number' N364260B Ply 2 SEON 40313 / T26 / COMN Cust RR8975 JRef IWdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA1213MB/213TA1213TB/213SE ,021,03/ ,R/Ol Oty 1 FROM JRH DrwNo 241 18 1505 23085 Truss Label. BIG KM / DF 08/29/2018 2 Complete Trusses Required Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 5'6"12 10'6" LS' "4 21'4" 5'6"12 + 5'1"4 + 5'1"4 + 5'6"12 4X4D 21 T' 4'11" 1' 5'S" 10'6" 15'11" 20'10" F 1 H21 4" Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Wirid Std ASCE 7-10 Fig NA Ct NA CAT NAI PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 It TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 It Loc from endwall Any GCpr 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP 2400f-2 OE Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1 X4 #3SRB or better continuous lateral restraint to be equally spaced Attach with (2) 8d Box or Gun nails(0 113"x2 5",min ) Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. Nailnote Nail Schedule.0 128"xY nails Top Chord 1 Row @12 00" o c Bot Chord 1 Row @ 6.25" o c Webs 1 Row @ 4" o c Use equal spacing between rows and stagger nails in each row to avoid splitting Special Loads Lumber Dur.Fac =1 25 / Plate Dur Fac =1 25) TC: From 78 plf at -1.00 to 78 plf at 1580 TC From 39 plf at 15 80 to 39 plf at 1847 TC From 78 plf at 18 47 to 78 plf at 2233 BC From 20 plf at 0 00 to 20 plf at 1580 BC From 10 plf at 15 80 to 10 plf at 1847 BC From 20 plf at 18 47 to 20 plf at 21 33 BC 3753 lb Conc Load at 15 80 BC. 1263 lb Conc Load at 18 47 Pf NA Ce NA Lu NA Cs NA Snow Duration NA VERT(LL) 0 088 H 999 360 VERT(TL) 0 328 H 999 240 HORZ(LL) 0 019 H - - HORZ(TL) 0 045 H - - Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 20V Max TC CSI 0 658 TPI Slid 2014 Max BC CSI 0 597 Rep Factors Used No Max Web CSI 0 838 FT/RT 20(0)/10(0) Plate Type(s) WAVE VIEW Ver 17 02 02A 1213 21 Wind Wind loads and reactions based on MWFRS E 0 S! f, Qf S 4i 0.708 a o't SAT O 4 COA #0 1ri$NA 1At 1/P 08/30/2018 B 2222 / 466 / - / - / - / 8 0 F 4909 / 779 / - / - / - / 8 0 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 F Min Brg Width Req = 2 0 Bearings B & F are a rigid surface Bearings B & F require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - C 401 - 2091 D - E 327 - 1863 C - D 328 - 1865 E - F 663 - 4470 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Como Chords Tens C B - J 1836 - 342 1 - H 3909 - 573 J - 1 1836 - 343 H - F 3975 - 580 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp D - 1 1416 -173 E - H 2201 - 228 1 - E 338 - 2573 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safely practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or p10, asapplicableAppTyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinfDetalls, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW BulldinggComponents Group Inc shall not be responsible for any deviation from this drawing u, failure to build the µ o truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawil5g or cover page.. 2400 Lake Orange Dr listing this drawing, indicates acceptance of ro essiona engineering responsibilittyv solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this iob's oenerai notes oaoe and these web sites ALPINE www aiDineitw com. TPI www toinst ora. SBCA www sbandustry com. ICC www iccsafe oro Orlando FL, 32837 IM Job Number, N364260B TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/,03/ ,R/01 Truss Label: B2 rco 3 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL. 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15.00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 It Loc from endwall. not in 4 50 ft GCpt 0 18 Wind Duration 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Ply 1 Oty 1 10'8" 5'3" 04D Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration. NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE 21'4" 5'4" 13'4" SEQN 40314 / T25 / COMN Cust RR8975 JRef 1WdX89750103 FROM. JLJ DrwNo 241 18 1505 22178 KM / OF 08/29/2018 15'11" SY Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL) 0 049 1 999 360 VERT(TL) 0186 1 999 240 HORZ(LL) 0 020 H - - HORZ(TL) 0 049 H Creep Factor 2 0 Max TC CSI 0 375 Max BC CSI 0 688 Max Web CSI 0 177 VIEW Ver 17.02 02A 1213 21 4.114 y;••-AGE Sk o. 708 1 Q S AT O F ' coA #o' sS.0N A. c 08/30/2018 21'4" 8' 21'4" 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1123 /322 /774 /- /214 /80 F 1123 /322 /774 /- /- /80 Wind reactions based on MWFRS B Min Brg Width Reg = 1 6 F Min Brg Width Req = 1 6 Bearings B & F are a rigid surface Bearings B & F require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Camp Chords Tens Comp B - C 608 -1765 D - E 570 -1474 C - D 570 -1475 E - F 608 - 1764 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - 1 1511 - 434 H - F 1510 - 460 1- H 1029 -226 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens Comp. C - 1 225 - 395 D - H 461 -172 1 - D 464 -172 H - E 224 - 395 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for sa shipping, practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3. B7 or p10 as applicable Apply plates 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 ITW Building Components Group Inc shall not be responsible for any deviation from this dr?lwin any failure to build the truss in conformance with ANSIl1 PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this droving or cover pane. listing this drawing indicates acceptance of proressionar en ineenng responsibilitty solely for the design shown. The sui ability and use of thisdrawing, for any structure is the responsibilit of the Building Desigrfer per ANSI/TPI 1 Sec.2. ALPINE I 'Zc MV 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N364260B Ply 1 SEQN 40315 / T32 / COMN Cust RR8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB1213TA/213TB/213SE ,021,03/ ,R/01 Qty 3 FROM HMT DrwNo 241 18 1505 22335 Truss Label: B3 KM / OF 08/29/2018 N 5'5" 5'5" 10'8" + 15,8" 5'3" 5' 4X4D 4X4(Ai) = sxn lii 3xro Loading Criteria (psf) Wind Criteria TCLL 2000 Wmd Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 47 00 Mean Height 15 00 ft NCBCLL 1000 TCDL 4 2 psf Soffit. 000 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing. 24 0 " C&C Dist a 3 00 It Loc from endwall not in 4 50 It GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 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 Right end vertical not exposed to wind pressure 15'8" 10'8" 10'8" 5 15'6" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pig, NA Ct NA CAT NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL) 0 018 C 999 360 B 856 1237 / 628 / - / 169 / 8 0 Lu NA Cs NA VERT(TL) 0 086 G 999 240 F 757 1221 / 466 /- / - / - Snow Duration NA HORZ(LL) 0 007 G - - Wind reactions based on MWFRS HORZ(TL) 0 023 G B Min Brg Width Reg = 1 5 Code / Misc Criteria Creep Factor 2 0 F Min Brg Width Reg = - Bldg Code FBC 6th ed 201 Max TIC CSI 0 485 Bearing B is a rigid surface TPI Sid 2014 Max BC CSI 0 538 Bearing B requires a seat plate Rep Factors Used Yes Max Web CSI 0.327 Members not listed have forces less than 375# FT/RT 20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s) Chords Tens Comp Chords Tens Comp WAVE VIEW Ver 17 02 02A 1213 21 B - C 430 -1161 D - E 302 - 691 C - D 292 - 711 08/30/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp B - G 985 - 436 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - G 265 - 483 E - F 337 - 744 G-E 619 -218 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI andSBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachedrigidceilingLocationsshownforermanentlateralrestraintbfwebsshallhavebraanqInstalledperBCSIsectionsB3, B7 or 910, as applicable Apply plates to each face oftrussand position as shown above and on the JoingDetails, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the .,, Co,,,,,r,.r truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page .. 2400 Lake Orange Or listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suiTabihty Suite 150 anduseofthisdrawing, for any structure is fhe responsibility of the building Desigrier per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites ALPINE ww alpineilw com, TPI w tpinst org, SBCA w sbcindustry com, ICC w iccsafe org Orlando FL, 32837 Job Number: N364260B TEEN BUILDER ,9A6/9A7 ,213MA1213MB1213TA1213TBI213SE ,02/,03/ ,R/01 Truss Label: B4 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 4'11" + 9' 411" 4'1" Ply 1 Qty 1 174" 3' 4" 4X6 = 4X4 D E 8, Wind Criteria Snow Criteria (Pg,Pf in PSF) Wind Std ASCE 7-10 Pg NA Ct NA CAT N/ Speed 150 mph Pf NA Ce NA Enclosure Closed Lu NA CsNA Risk Category II Snow Duration NA EXP C Mean Height 15 00 ft Code / Misc Criteria TCDL 4. 2 psf BCDL: 5 0 psf Bldg Code FBC 6th ed 201 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 C&C Dist a 3 00 ft Rep Factors Used Yes Loc from endwall not in 4 50 ft FT/RT 20(0)/10(0) GCpi. 0 18 Plate Type(s) Wind Duration 1.60 WAVE Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/ 30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 21'4" 5'4" 13'4" SEON 40316 / T23 /HIPS Cust RR8975JRef 1WdX89750103 FROM. JRH DrwNo 241.18 1505 22351 KM / DF 08/29/2018 16'5" 4-1„ Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0 075 D 999 360 VERT(TL) 0 329 E 999 240 HORZ(LL) 0 035 D - - HORZ(TL) 0 051 1 - - Creep Factor 2 0 Max TC CSI 0 390 Max BC CSI 0 682 Max Web CSI 0 150 VIEW Ver 17 02 02A 1213 21 ENS o. T08 1 cOA a' 6 ,sNAI. ,• 08/30/ 2018 21'4" 4'11" 8 1 ' 21' 4" Maximum Reactions ( Ibs) Loc R / U /Rw /Rh /RL /W B 1123 / 323 / 773 / - / 186 / 8 0 G 1123 / 323 /773 /- /- /80 Wind reactions based on MWFRS B Min Brg Width Reg = 1 6 G Min Brg Width Reg = 1 6 Bearings B & G are a rigid surface Bearings B & G require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens. Comp Chords Tens Comp B - C 674 -1779 E - F 604 - 1475 C - D 604 - 1475 F - G 674 - 1779 D - E 553 -1173 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - J 1527 - 500 I - G 1527 - 526 J-1 1173 -325 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp J - D 393 -121 1 - F 222 - 398 E - 1 390 -121 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for sarery practices prior to penorming these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 as applicab a Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise Refer to' drawings 160A- Z for standard plate positions Alpine. a division of ITW BuiIdincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the seal on this drawing or cover page I for the Pde Secshown. The suitability ALPINE u+ mvcoMwsn 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 is in comofmance wnn ANSI/ i 1 I 1, or ror nanaiinq, snipping, insrauarwr ing this drawing, indicates acceptance of proTessionar engineeni i useofthisdrawingforanystructureistheresponsibilityofthemoreinformation see this fob's general notes page and these web sites ALPINE w a TPI w Job Number: N364260B Ply 1 SEQN 40317 / T16 / HIPS Cusl RR8975 JRef 1WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA1213MB1213TA1213TB/213SE ,02/,03/ ,R/01 City 1 FROM JRH DrwNo 241 18 1505 22897 Truss Label. 135G KM / OF 08/29/2018 7' + 14'4" + 21'4" 7' 7,4„ 7' e8X8 T2 = 6XD6C 4X8(B3) 1114X4 =6X6 =4X8(B3) 1, + 7'1"12 7'1"12 Loading Criteria (psi) Wind Criteria TCLL 2000 Wmd Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 10.00 Risk Category. II Des Ld 47 00 EXP C Mean Height 15 00 ft NCBCLL 000 TCDL 4 2 psf Soffit 000 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing 24 0" C&C Dist a 3 00 ft Loc from endwall NA GCpi 0 18 Wind Duration. 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N T2 2x6 SP SS Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang Right side jacks have 7-0-0 setback with 0-0-0 cant and 0-0-0 overhang Wind Wind loads and reactions based on MWFRS Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used: No FT/RT 20(0)/10(0) Plate Type(s) WAVE 21'4" 6'10"4 14' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0 102 H 999 360 VERT(TL) 0 395 H 999 240 HORZ(LL). 0 042 G - - HORZ(TL) 0101 G Creep Factor 2 0 Max TC CSI: 0 930 Max BC CSI 0.890 Max Web CSI 0 308 VIEW Ver. 17 02.02A 1213 21 o. 708 1 o SAT O : Q COA #6+s8,I-ONAL 08/30/2018 74" 21'4" 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 2135 /617 /- /- /- /80 E 2136 /617 /- /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 2 5 E Min Brg Width Req = 2 5 Bearings B & E are a rigid surface Bearings B & E require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B-C 1112 -3922 D-E 1113 -3913 C - D 956 - 3479 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp B - H 3419 - 952 G - E 3412 - 953 H - G 3452 - 953 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - H 802 - 41 G - D 808 - 43 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, Installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10 as applicable AppTy plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise kefer to drawings 160A-Z for standard plate positions Alpine, a division of ITW Build inciComponents Group Inc shall not be responsible for any deviation from this drawin anvy failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drowirSg or cover paqe listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. ALPINE m R`NCOMCANY 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N364260B Ply 1 SEON 1360 / T51 / HIPS Cust R R8975 JRef 1 WdXB9750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA1213TB/213SE ,02/,03/ ,R/01 Oty 1 FROM JRH DrwNo 241 18 1505 26843 Truss Label: L1G KM / WHK 08/29/2018 fi N T 3:15 7' 7' 9' 16' 2' 7' 5X5 = 5X5 12 C T2 D 4T B E N 4 F H G 9 4, 4X8( A2) 11104 1114X4=4x8(A2) 1 71" 12 7' 1"12 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 0.00 Enclosure Closed BCDL 1000 Risk Category: II Des Ld 4700 EXP C Mean Height 15 00 ft NCBCLL 000 TCDL 4 2 psf Soffit. 000 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 " C&C Dist a 3 00 ft Loc from endwall NA GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 .T2 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 lacks with no webs Left side lacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End lacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang Right side lacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang Wind Wind loads and reactions based on MWFRS 16' 1' 8"8 8' 10"4 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT- N/ Pf NA Ce NA Lu NA Cs NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Sid 2014 Rep Factors Used No FT/ RT 20(0)/10(0) Plate Type(s) WAVE 7' 1"12 16' Defl/ CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R I U / Rw / Rh / RL VERT( LL) 0.096 H 999 360 B 1538 / 468 / - / - / - VERT( fL) 0 360 H 826 240 E 1538 1468 / - / - / - HORZ( LL) 0 030 G - - Wind reactions based on MWFRS HORZ( fL) 0 071 G B Min Brg Width Req = 1 8 Creep Factor 2.0 E Min Brg Width Reg = 1 8 Max TC CSI 0.862 Bearings B & E are a rigid surface Max BC CSI 0 736 Bearings B & E require a seat plate Max Web CSI 0 266 W 80 80 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp VIEW Ver 17 02.02C 0211 16 B - C 1049 - 3537 D - E 1049 - 3537 C - D 965 - 3327 o. T08 1 o :• SAT O ; r 47 COA # - ONAL -_d,,o 08/ 30/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - H 3284 - 958 G - E 3284 - 958 H - G 3327 - 965 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp I C - H 699 -123 G - D 699 - 123 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro[erly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsailedperBCSIsectionsB3, B7 or B10 as applicable AppTy plates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise Refer to' drawings 160A-Z for standard plate positions Alpine, a division of ITW BuildinlComponents Group Inc shall not be responsible for any deviation from this drawing,anY failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page.. listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the des igqn shown. The suitability anduseofthisyawingforanystructureisaresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Yc.2. ALPINE R COMPMIY 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number, N364260B Ply 1 SEON 40318 / T18 / COMN Cust RR8975 JRef 1WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TBI213SE ,02/,03/ ,R/01 Qty. 2 FROM JJP DrwNo 241 18.1505 22398 Truss Label: C1 KM / DF 08/29/2018 2 Loading Criteria (psi) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed. 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 4700 Mean Height 21 95 ft NCBCLL 1000 TCDL 4 2 psf Soffit 000 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist h/2 to h Spacing 24.0 " C&C Dist a 3 00 ft Loc from endwall: not in 9 00 It GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 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 77' 77' 1114X6B 14'4" 14'4" 77' 7'2„ 77' 7.2„ 14'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Fig NA Ct NA CAT NA PP Deflection in loc Udefl U# Pf NA Ce NA VERT(LL) 0 016 E 999 360 Lu NA Cs NA VERT(TL) 0 062 E 999 240 Snow Duration NA HORZ(LL) 0 010 E - - HORZ(TL) 0 023 E Code / Mist: Criteria Creep Factor. 2 0 Bldg Code FBC 6th ed 201 Max TC CSI 0 702 TPI Stoll 2014 Max BC CSI 0 744 Rep Factors Used Yes Max Web CSI 0.128 FT/RT 20(0)/10(0) Plate Type(s), VIEW Ver 17 02 02A 1213 21WAVE G ....S%,Q`,, o. 708 1 a S AT O 08/30/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 698 /191 /453 /- /142 /- C 785 /223 /540 /- /- /40 Wind reactions based on MWFRS A Min Brg Width Reg = - C Min Brg Width Reg = 1 5 Bearing C is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A - B 455 - 992 B - C 434 - 995 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A - E 797 - 268 E - C 797 - 268 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 as applicable Apply plates to each face of truss and position as shown above and on the JoinrDetalls, unless noted otherwise Defer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,an failure to build the Ml nw COMPAW truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawl g or cover page, . 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofpproessionaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150anduseofthisgnawingforanystructureisAreresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www tpinst or , SBCA v sbcjndustry com, ICC w iccsafe org Orlando FL, 32837 Job Number: N364260B TEEN BUILDER ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE ,02/,03/ ,R101 Truss Label. C2 2 Loading Criteria (psf) Wind Criteria TCLL2000 Wind Std- ASCE 7-10 TCDL. 17.00 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP. C Des Ld 47 00 Mean Height 21 78 ft NCBCLL 10 00 TCDL: 4 2 psf Soffit 000 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist. 0 to h/2 Spacing 24 0" C&C Dist a 3 00 ft Loc from endwall not in 9 00 It GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design 6' 6" 6' 6" 6' 9"8 6' 9"8 Ply 1 Oty 1 1' 4" 4X6 = 4X6 B C SEON 40319 / T14 / HIPS CuslNRR8975 JRef 1WdX89750103 FROM JJP Drwo 241 18 1505 22927 KM / DF 08/29/2018 14'4" 6'6" 4A4=2X4( A1) 14'4" 7'6" 8 14'4" Snow Criteria ( Pg,Pf in PSF) Defl/CSI Criteria Fig NA Ct NA CAT NA PP Deflection in loc Udefl U# Pf NA Ce NA VERT(LL) -0 015 F 999 360 Lu NA Cs NA VERT(TL)- 0 052 F 999 240 Snow Duration NA HORZ(LL) -0 009 F - - HORZ(TL) 0 020 F Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 201 Max TC CSI 0 617 TPI Std 2014 Max BC CSI 0 742 Rep Factors Used Yes Max Web CSI 0 080 FT/RT 20(0)/10(0) Plate Type( s) WAVE VIEW Ver 17 02 02A 1213 21 0.708 1 o SAT O A,4,. COA a64 8 01UA1. 08/30/ 2018 Maximum Reactions ( Ibs) Loc R / U /Rw /Rh /RL /W A 698 1280 / 454 I - / 131 / - D 785 / 326 /541 /- /- 140 Wind reactions based on MWFRS A Min Big Width Req = - D Min Brg Width Req = 1 5 Bearing D is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A - B 478 - 1011 C - D 464 - 987 B - C 498 - 826 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A - F 817 - 292 F - D 793 - 301 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI ant? SBCA) fo'r saety practices prior to performing these functions Installers shall provide temporarryY bracing per BCSI Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a pro pperly attached rlpidceilmyLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, B7 or 910, as applicableApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinrDetails, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the u Mco~ truss in conformance with ANSI1 PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr listing this drawing, indicates acceptance of pro essiona engineering responsibility solely for the des i n shown. The suitability Suite 150 and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For more information see this Job's general notes page and these web sites ALPINE www alpineitw com, TPI www tpinst org, SBCA www sbundustry com. ICC www iccsafe org Orlando FL, 32837 Job Number: N3642608 Ply 1 SEON 40320 / T10 / SPEC Cust R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/,03/ ,R/01 Oty 1 FROM JJP DnwNo 241 18 1505 22227 Truss Label: C3 KM / DF 08/2912018 4'6" 4'6" 2X4( A1) 9J14 77' 8' 6" 2'8 1'4" 14' 4" 4X4 D 4J14 4'9" 8 3' 6" 12 4'9"8 8'4" 4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# TCDL 1700 Speed 150 mph Pf NA Ce: NA VERT(LL) 0 022 C 999 360 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 084 C 999 240 BCDL 10.00 Risk Category II Snow Duration NA HORZ(LL) 0 009 G - - Des Ld: 47 00 EXP C HORZ(fL) 0 021 G Code / Misc Criteria NCBCLL 1000 Mean Height 2162ft Creep Factor 2.0 TCDL 4 2 psf Soffit000BCDL50 psf Bldg Code FBC 6th ed 201 Max TIC CSI 0 450 Load Duration 125 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 451 Spacing: 24.0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 182 Loc from endwall not in 4 50 ft FT/RT 20(0)/10(0) GCpi 0 18 Plate Type( s) i VIEW Ver 17.02 02A 1213 21 Wind Duration: 1 60 WAVELumberValueSet13B (Effective 6/ 1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design 0. 7.08 1 SAT O COA # NA 4 01 % 08/ 30/2018 14'4" 5' 10" 2X4 ( A 1) 5'11" 12 i 1 14'4" Maximum Reactions (Ibs) Loc R / U /Rw /Rh / RL /W A 699 / 277 / 450 / - / 119 / 4 0 E 784 / 321 / 538 / - / - / 4 0 Wind reactions based on MWFRS A Min Brig Width Req = 1 5 E Min Brg Width Req = 1 5 Bearings A & E are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A - B 614 - 1106 C - D 596 - 938 B - C 607 - 949 D - E 560 - 1031 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A - H 928 - 456 G - E 842 - 393 H - G 1044 - 524 Maximum Web Forces Per Ply ( Ibs) Webs Tens Comp Webs Tens Comp C - G 293 - 390 G - D 476 - 268 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for satPety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rl9id ceiling Locations shown for _permanent lateral restraint of webs shall have bracin ins alled per BCSI sections B3, B7 or B10, as applicable AppTy plates to each face oftruss and position as shown above and on the Joinf9Details, unless noted otherwise Defer to ALPINE drawings 160A-Z for standardplatepositionsAlpine, a division of ITW Buildin Components Group Inc shall not be responsible for any deviation from this drawing,an , failure to build the µi,wco,,,µ, truss in conformance with ANSI1TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawirSg or cover pafge , . 2400 Lake Orange Dr listing this drawing indicates acceptanceofproessiona, engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing, for any structure isthe responsibility of the building Designer per ANSI[TPI 1 Sec.2. For more information see thisjob' s general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbondustry corn, ICC wane iccsafe org Orlando FL, 32837 Job Number: N364260B Ply 1 SEQN 40321 / T9 / HIPS Cusl R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/,03/ ,R/01 Qty 1 FROM JRH DrwNo 241 18 1505.23006 Truss Label: C4G KM / DF 08/29/2018 2'6" 57" 7'8" 1 9'4" 1 14'4" 1F2,6„ + 2,8„ + 2,6„ r 1,8„ T 5' 1 4X6 =4X6 E F M O T N M 1 1y 4X6(A2) =4A4 =4A4 IIILA4 =4X6(A2) 14'4" 2'9"8 4'10" 8 1'6"4 1 5'1"12 f` 1 i ' 1 2,9„ 8 7,8„ T 9'2"4 -r 14,4„ Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 Wind Stoll ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R I U / Rw / Rh / RL / W B 1471 / 751 I - I - l - l 4 0TCDL1700Speed150mphPfNACeNAVERT(LL) -0 102 J 999 360 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 383 J 713 240 G 1567 / 835 / - I - I - / 4 0 BCDL 10 00 Risk Category II Snow Duration NA HORZ(LL) -0 027 1 - - Wind reactions based on MWFRS Des Ld 4700 CnHORZ(TL) 0 061 1 B Min Brg Width Reg = 1 7 Code / Misc CriteriaNCBCLL: 10 00 Mea Height 21 41 ftMea Creep Factor 2 0 G Min Brg Width Reg = 1 8 Soffit 000 TCDL 4 2 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 563 Bearings B& G are a rigid surface gCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 933 Members not listed have forces less than 375# Spacing 24 0" C&C Dist a 3 00 ft Re Factors Used Yesp Max Web CSI 0 363 Loc from endwall not in 4 50 ft FT/RT 20(0)/10(0) GCpi 0 18 Plate Type(s)' Wind Duration 1 60 WAVE Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1 25 / Plate Dur Fac =1 25) TC From 78 plf at -1.00 to 78 plf at 15.33 BC From 20 plf at 0 00 to 20 plf at 14 33 TC 150 lb Conc Load at 2 55 TC 438 lb Conc Load at 7 70, 9 30 BC 68 lb Conc Load at 2 55 BC 191 lb Conc Load at-7 70, 9 30 Wind Wind loads and reactions based on MWFRS Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp VIEW Ver 17 02 02A 1213 21 B - C 1294 - 2572 E - F 1343 - 2444 C - D 1232 - 2435 F - G 1527 - 2790 D - E 1534 - 2788 COA( NA NIIIfNp111001* 08/30/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - K 2241 -1124 J - 1 2444 - 1343 K - J 3807 - 2046 I - G 2419 -1316 Maximum Web Forces Per Ply (Ibs) Webs, Tens Comp Webs Tens Comp C - K 884 - 492 E - J 814 - 633 K - D 928 -1564 1 - F 570 - 468 D - J 793 -1536 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ri id ceilingLocations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610, as applicable Apply plates to each face ofttruss and position as shown above and on the JoinfDetails, unless noted otherwise (tefer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Buildi nQc Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, , 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofprofessionarengineeringresponsibilitysolelyforthedesignshown. The sui ability and use of thisdrawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 150 For more informabon see thisjob's general notes page and these web sites ALPINE www al ineitw corn, TPI w t inst or , SBCA www sbandustry corn, ICC wr imsafe org Orlando FL, 32837 Job Number N364260B Ply 1 SEQN 40322 / T11 / EJAC Cust RR8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TBI213SE ,02/,03/ ,R/01 Qty 1 FROM JRH DrwNo 241 18.1505 22538 Truss Label: MG1 KM / OF 08/29/2018 N 4XR B 4X4(A1) — Loading Criteria (psg Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 4700 Mean Height 22 16 ft NCBCLL 1000 TCDL 4 2 psf Soffit 000 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing- 24 0" C&C Dist a 3 00 It Loc from endwall Any GCpi 0 18 Wind Duration 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP 2400f-2 OE Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/3012013 by ALSC Special Loads Lumber Dur Fac =1 25 / Plate Dur Fac =1 25) TC From 78 plf at 0 00 to 78 plf at 700 BC From 10 plf at 0 00 to 10 plf at 700 BC 698 Ib Conc Load at 206,406,606 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure V4 4' 4" 4 4'4" 4 Snow Criteria ( Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type( s) WAVE 27' 12 7' Defl/ CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL VERT(LL) - 0 020 D 999 360 A 1212 / 476- VERT(TL) 0 072 D 999 240 C 1498 / 512- HORZ(LL) - 0 010 D - - Wind reactions based on MWFRS HORZ(TL) 0 022 D A Min Brg Width Reg = 1 5 Creep Factor 2 0 C Min Brg Width Reg = - Max TC CSI 0 958 Bearing A is a rigid surface Max BC CSI. 0 516 W 40 I - Max Web CSI 0 744 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. VIEW Ver 17 02 02A 1213 21 A - B 530 - 1467 I SAT 0 ; Q 1 COA 8 NAL 08/30/ 20 t 8 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp A - D 1208 - 403 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp D - B 1954 - 645 B - C 453 - 1169 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I uire extreme care in fabricating, handling,shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building I Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary r BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ed ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, AppTy platestoeachfaceoftrussandpositionasshownaboveandontheJoint -Details, unless noted otherwise kefer to nne, a division of ITW Building Components Group Inchall not be responsible for any deviation from this drawing,any failure to build the ss in conformance with ANSI PI 1, or for han&4 shipping, installation and bracing of.trussesA seal on this drawing or cover pa e . . ling thisdrawing, indicates acceptance of pprofessionar engineering responsibility solely for the de si n shown. The suit9ability d use of this dawing for any structure is fhe responsibility of the Building Designer per ANSIITPI 1 S5c.2. more information see this Job's general notes page and these web sites ALPINE i~ alpineitw com, TPI w tpinst org, SBCA www sbundustry com, ICC w iccsaf ALPINE rrw co~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N364260B Ply 1 SEQN 40323 / T44 / VAL Cusl R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB1213TA1213TB/213SE ,02/,03/ ,R101 Oty 1 FROM JRH DrwNo 241 18 1505 22928 Truss Label: MV6 KM / DF 08/29/2018 5'11 "8 5'11'8 t' 5' 11 „8 Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std: ASCE 7-10 TCDL 17.00 Speed: 150 mph BCLL 0.00 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 4700DDes 10 00 Mean Height 22 56 ft TCDL 4 2 psf Soffit 000 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist h/2 to h Spacing 24 0 " C&C Dist a 3 00 ft Loc from endwall not in 9.00 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Right end vertical not exposed to wind pressure Additional Notes Valley truss connection to truss below shall be designed and furnished by others . Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE 1112X4 B tin Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W VERT(LL)- NA VERT(TL) NA HORZ(LL) 0 011 C HORZ(TL) 0 026 C Creep Factor 2 0 Max TC CSI 0 572 Max BC CSI 0 496 Max Web CSI 0 209 VIEW Ver 17 02 02A 1213 21 08/30/2018 D' 98 /24 /69 /- /16 /715 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properlyattachedrl4idceilinqLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, asapplicableApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinf9Details, unless noted otherwise Defer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any (allure to build the µo,, truss inconformancewithANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page . , 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofpro-fessionar engineering responsibility solely for the desi n shown. The suitability and useofthisdrawing, forany structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www al meitw corn, TPI www t inst or , SBCA wwwsbanduslrycorn,ICC wwwiccsafeorg Orlando FL, 32837 Job Number: N364260B Ply 1 SEQN 40324 / T43 / VAL Cust R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA1213TB/213SE ,02/,03/ ,R101 Qly 1 FROM JRH DrwNo 241 18 1505 22490 Truss Label: MV4 KM / DF 08/29/2018 1112X4 B 1112X4 3'11"8 3'11"8 i 3'11"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 20.00 Wind St l ASCE 7-10 Fig NA Ct NA CAT NA PP Deflection in loc Udell U# TCDL 17.00 Speed 150 mph Pf NA Ce NA VERT(LL) NA BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) NA BCDL 10.00 Risk Category II Snow Duration. NA HORZ(LL) 0.003 C Des Ld 47.00 C HORZ(TL). 0 007 C Code / Misc CriteriaNCBCLL10.00 MeaMean Height 23 06 ft TCDL 4.2 psf Creep Factor 2 0 Soffit 000 BCDL 5 0 psf Bldg Code FBC 6th.ed 201 Max TIC CSI 0 231 Load Duration 1 25 MWFRS Parallel Dist h/2 to h TPI Std 2014 Max BC CSI 0 184 Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 087 Loc from endwall not in 9 00 It FT/RT 20(0)/l0(0) GCpr 0 18 Plate Type(s) VIEW Ver 17 02 02A 1213 21WindDuration160WAVE Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Valley truss connection to truss below shall be designed and furnished by others o, 708 1 s SAT d - Q t Fss...,r .-•NUS COA c 00NAL 08/30/2018 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W D' 97 /22 /67 /- /15 /47.5 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 910, as applicable App y plates to each face or truss and position as shown above and on the Joint9Details, unless noted othervvise Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW BuIldlnIComponents Group Inc shall not be responsible for any deviation from this drawing,an failure to build the o ,µtruss in conformance with ANSI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawi g or cover pae 2ao0 Lake Orange Dr listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite Lake and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI(rPI 1 Sec.2.150 For more information see this Job's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N3642608 Ply 1 SEON 40325 / T42 / VAL Cust RR8975 JRef 1WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/,03/ ,R/01 City 1 FROM. JJP DrwNo 241 18 1505 22850 Truss Label: MV2 KM / OF 08/29/2018 Loading Criteria (psf) Wind Criteria TCLL 2000 Wmd Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 47 00 Mean Height 23 56 ft NCBCLL 1000 TCDL 4 2 psf Soffit 000 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 " C&C Dist a 3 00 It Loc from endwall not in 9 00 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes 1 plate(s) require special positioning Refer to scaled plate plot details for special positioning requirements Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Valley truss connection to truss below shall be designed and furnished by others 12 6 1112X4 B 4X4(D1) TA CD 1112X4(--) f -- 1'11"8 1'11"8 1'11"8 Snow Criteria (P9,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)110(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) NA VERT(TL) NA HORZ(LL) -0 000 C HORZ(TL) 0 001 C Creep Factor 2 0 Max TC CSI. 0 040 Max BC CSI 0 043 Max Web CSI 0 021 VIEW Ver 17 02 02A 1213 21 08/30/2018 Maximum Reactions (lbs), or `=PLF Loc R /U /Rw /Rh /RL /W D' 97 /27 /60 /- /17 /235 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, 87 or B10 as applicable Apply plates to each face oftrussand position as shown above and on the JointDetalls, unless noted otherwise Defer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µ,,,,.Ca,,,,,,,, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawl g or cover pafge , , 2400 Lake Orange Or listing this drawing indicates acceptance of rofessionaJ engineering responsibility solely for the design shown. The sui ability Suite 150 anduseofthis [pawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 S. 2. For more information see thisjob's general notes page and these web sites ALPINE vo'es al ineitw corn, TPI www tpinst or , SBCA www sbandustry corn, ICC www iccsafe org Orlando FL, 32837 Job Number: N364260B Ply 2 SEQN. 40326 / T13 / FLAT Cust RR8975 JRef. 1WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE ,02/,03/ ,R/01 Qty 1 FROM. JRH DrwNo 241 18 1505 22304 Truss Label: FG1 KM / OF 08/29/2018 2 Complete Trusses Required Loading Criteria (psf) TCLL 40.00 TCDL1000 BCLL 000 BCDL 500 Des Ld 5500 NCBCLL 0 00 Soffit 200 Load Duration 1 00 Spacing 24 0 " 5" 3'2"10 1 5' 10"15 818"1 10'8"6 12'10" 13'3" 5" 2'9"10 2'8"6 2'9"2 2'0"6 2'1"10 5" 4X10 = 5X8 1112X4 A B C L 1113X6 2' 9"2 2' 9"2 Wind Criteria Wind Std: NA Speed NA mph Enclosure NA Category NA EXP NA Mean Height NA ft TCDL NA psf BCDL NA psf MWFRS Parallel Dist NA C& C Dist a NA ft Loc. from endwall NA I NA GCpi. NA Wind Duration NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2 OE Bot chord 2x6 SP 2400f-2 OE Webs 2x4 SP #3 W2, W9 2x4 SP 2400f-2 OE W4, W7 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule 0 128"x3" nails Top Chord 1 Row @ 2.50" o c Bot Chord 1 Row @ 5 25" o c Webs 1 Row @ 4" o c Use equal spacing between rows and stagger nails in each row to avoid splitting Special Loads 1112X4 = 5X8 =5X10 D E F DA iv =JAIL =4A IV OA IL 1114X6 Lumber Dur Fac =1 00 / Plate Dur Fac =1 00) TC From 100 plf at 0 00 to 100 plf at 1325 BC From 10 plf at 0 00 to 10 plf at 1325 TC 825 lb Conc Load at 0 17, 2 19, 4 19, 6 19 8 19,10 19,12 04 BC 789 lb Conc Load at 6 54, 8 54,10 69 BC 671 lb Conc Load at 12 69 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing Additional Notes Truss must be installed as shown with top chord up 2' 9"10 5' 6"11 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used No FT/ RT 20(0)/10(0) Plate Type(s) WAVE 13' 3" 3' 4"10 2'3"10 2'0"2 8' 11"5 T 11' 2"14 13'3" G Defl/ CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL VERT( LL) 0 188 C 846 360 L 4678- VERT( TL) 0 329 C 615 240 M 5592- HORZ( LL) 0 038 A - - L Min Brg Width Req = 1 9 HORZ( TL) 0 052 A M Min Brg Width Req = 2 3 Creep Factor 2 0 Bearings L & M are a rigid surface Max TC CSI 0 655 W 40 62 Max BC CSI 0 736 Members not listed have forces less than 375# Max Web CSI 0 785 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A- B 0- 3925 D- E 0- 6173 VIEW Ver 17 02 02A 1213 21 j B-C 0-6168 E -F 0 -3903 C - D 0 - 6243 SCE .. S rQj v i 0. 708 1 r o•• SAT 0 •' i1 V •` •.. rr •''•• COA t`lt'i .8 0NAL 08/ 30/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp K- J 4325 0 1- H 4335 0 J - 1 6243 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A- L 0- 2259 D- 1 0 - 672 A- K 4265 0 1- E 2371 0 K- B 0 -1789 E- H 0- 1932 B- J 2472 0 H- F 4476 0 J- C 0- 655 F- G 0- 2467 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10. as applicab a Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW BuildinQComponents Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the µWw,µ., truss in conformance with ANSI/TPI 1, or for handlin shipping, installation and bracing of trussesA seal on this drawing or cover pa e 2400 Lake Orange Or listing thisdrawingindicatesacceptanceofpro) essionar engineering responsibility solely for the design shown. The suit9ability and use of this a awing for any structure is the responsibility of the building Desigrier per ANSI/TPI 1 Sec.2. Suite 150 For more information see this ob's general notes page and these web sites ALPINE www al ineitw com, TPI w t inst or , SBCA wwwsbandustrycorn,ICC www1ccsafeorg Orlando FL, 32837 Job Number: N364260B Ply 2 SEQN 40327 / T33 / FLAT Cust R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB1213TA/213TB/213SE ,02/,03/ ,R/01 Qty 1 FROM JJP DrwNo. 241 18 1505 22460 Truss Label: FG2 KM / DF 08/2912018 i 2 Complete Trusses Required 1112X4 A 5-1" + 87' 11 + 13" 0"8 5'1" 3'6"l 1 5'2"13 8'9"12 4X4 B 1112X4 = 4X4 C D 4X4 5'0" 12 5' 212 3'6"11 511"1 5'2"12 8'9" 7 13' 10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc Udell U# Loc R I U / Rw / Rh / RL / W TCDL 10 00 Speed 150 mph Pf NA Ce NA VERT(LL) 0 020 G 999 360 H 501 / 196 / 152 / - / - / 5 7 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 093 G 999 240 F 1740 / 392 / 187 / - / - / 8 0 BCDL 500 Risk Category II Snow Duration. NA HORZ(LL) 0.004 A - - E 1227 / 146 / 247- Des Ld 5500 EXP C HORZ(TL) 0 011 A Wind reactions based on MWFRS NCBCLL 0 00 Mean Height 15 00 ft Code I Misc Criteria Creep Factor 2 0 H Min Br Width Re 1 5 9 q Soffit 200 TCDL42 psf BCDL 3 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 885 Min r F MBg Width Re q = 1 5 Load Duration 1 00 MWFRS Parallel Dist 0 to h/2 TPI St l 2014 Max BC CSI 0 978 E Min Brg Width Reg = Bearings H & F are id surface Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 222 Bearings H & F requiree a a seat plate Loc from endwall AnyFT/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 02A.1213 21 Maximum Web Forces Per Ply (Ibs) Lumber Additional Notes Webs Tens Comp • Webs Tens Comp Value Set 13B (Effective 6/1/2013) Truss must be installed as shown with top chord up C - F 153 -406 D - E 109 -392 Top chord 2x4 SP #1 Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule 0 128"x3" nails Top Chord 1 Row @ 6 25" o c Bot Chord 1 Row @12 00" o c Webs 1 Row @ 4" o c Use equal spacing between rows and stagger nails in each row to avoid splitting Special Loads Lumber Dur Fac =1 00 / Plate Dur Fac =1 00) TC From 100 plf at 0 00 to 100 plf at 848 TC From 180 plf at 8 48 to 180 pit at 850 TC From 100 plf at 8 50 to 100 plf at 11 33 TC From 390 plf at 11 33 to 390 plf at 1388 BC From 10 plf at 0 00 to 10 plf at 1388 BC 1096 lb Conc Load at 11 33 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing Wind Wind loads based on MWFRS WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS es require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building lonent Safety Information, by TPI and SECA) r safety practices prior to performing these functions Installers shall provide temporary 1g per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly led rapid ceiling Locations shown for permanent lateral restraint of webs shall have brawnqq installed per BCSI sections B3, B7 or B10, plicab e Apply Oates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise Defer to ngs 160A-Z for standard plate positions a division of ITW BuildincLComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the in conformance with ANSI TPI 1, or for handlmq, shipping, installation and bracing of trussesA seal on this drawing or cover page, g this drawing indicates acceptance of pro essrona engineering responsibilitryy solely for the design shown. The sui ability use of this drawing for any structureisperesponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. ALPINE u+rtwco.Mvu.7 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N364260B Ply 2 SEON 40328 / T22 / FLAT Cust RR8975 JRef 1WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/,03/ ,R/01 Oty 1 FROM JRH Dnallo 241 18 1505 23007 Truss Label: FG3 KM / DF 08/29/2018 2 Complete Trusses Required 2' l 0" 10 1 5' 5" 12 1 8' 6 "3 2' 10"10 27 2 t3'0"6 4X12 1112X4 =4X4 A B C =4X12 D 8'6"3 21010 31 "2 2,6"6 r 1 '1 2'10"10 5'l1"12 8'6"3 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 4000 Wmd Std ASCE 7-10 Pg: NA Ct NA CAT NA PP Deflection in loc Udefl U# TCDL 1000 Speed. 150 mph Pf: NA Ce NA VERT(LL) 0 056 B 999 360 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 161 B 942 240 BCDL 500 Risk Category II Snow Duration NA HORZ(LL) 0 015 A - - Des Ld 5500 EXP C Mean Height 15 00 ItTCDL HORZ(TL) 0 029 A NCBCLL 0 00 4 2 psi Code I Misc Criteria Creep Factor 2 0 Soffit 200 TCDL 3 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 860 Load Duration 1 00 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 541 Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 425 Loc from endwall Any FT/RT 20(0)/l0(0) GCpi 0 18 Plate Type(s) VIEW Ver 17.02 02A.1213 21WindDuration160WAVE Lumber Wind Value Set 13B (Effective 6/l/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP #1 member design. Bot chord 2x6 SP 2400f-2 OE Webs 2x4 SP #3 W1, W7 2x6 SP #2 N W2, W6 2x4 SP 2400f-2 OE Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule 0 128"x3" nails Top Chord 1 Row @ 3 75" o c Bol Chord 2 Rows @ 3 50" o c (Each Row) Webs - 1 Row @ 4" o c Use equal spacing between rows and stagger nailsglurrrrlturuupy in each row to avoid splitting i4SpecialLoads1, y r`•,.....• ' 1,( Lumber Dur Fac =1 00 / Plate Dur Fac =1 00) v,=` i CjE S•' ', TC From 450 plf at 0 00 to 450 plf at 555 TC From 100 plf at 5 55 to 100 plf at 8 51 BC From 10 plf at 0 00 to 10 plf at 851 O. 7 8 1iTC373lbConcLoadat147, 362 TC 100 lb Conc Load at 5 55 BC 2747 lb Conc Load at 097 BC 757 lb Conc Load at 2 72, 4 72, 6 72 SAT O ' BC1227 lb Conc Load at 548 a :• Purlins The TC of this truss shall be braced with attached A(`n• ., 1y,,,.. •'\ spans at 24" oc in lieu of structural sheathing yes lOIYA Additional Notes COA #0 LT4tr 1111141111111nrVAll Truss must be installed as shown with top chord up 08/30/2018 7 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W H 6217 /316 /133 I- /- /38 E 3753 /405 /133/- Wind reactions based on MWFRS H Min Big Width Req = 2.6 E Min Brg Width Req = - Bearing H is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A - B 312 - 4055 C - D 379 - 3565 B - C 312 - 4055 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens Comp G - F 3706 - 387 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A - H 177 - 2122 C - F 116 - 631 A - G 4296 - 331 F - D 3883 - 411 B- G 124 -915 D-E 201 -1704 G - C 389 - 9 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, Installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propel attached r14id ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B10 as applicable AppTy plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise Refer to' drawings 160A-Z for standard plate positions Alpine, a division of ITW Buildino Components Grouo Inc shall not be responsible for anv deviation from this drawing an failure to build the i NI 1, or for r acceptance any structure more information see k seal on this drawing or cover pa e f for the desi n shown. The suitability ANSIlTPI 1 Sec.2. ICC — iccsafe ALPINE o2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N364260B Ply 2 SEQN 40329 / Ti7 / FLAT Cust RR8975 JRef 1WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/.03/ ,R/01 Qty 1 FROM JRH DnvNo 241 18 1505 22835 Truss Label: FG4 KM / DF 08/29/2018 2 Complete Trusses Required 1112X4 A =4X4 g XXLi D C 4X4 1112X4 2'10"12 2'10"12 2'10"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Std ASCE 7-10 Pg NA Ct NA CAT' NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL 1000 Speed 150 mph Pf NA Ce NA VERT(LL) 0 001 B 999 360 D 1096 / 139 / 45- BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 002 B 999 240 C 1263 / 188 / 45- BCDL 500 Risk Category II Snow Duration NA HORZ(LL) 0 000 A - - Wind reactions based on MWFRS Des Ld 5500 EXP C HORZ(TL) 0 001 A D Min Brg Width Req = - C Min BrNCBCLL000TCDL4 Mean Height 15 00 ft Code / Misc Criteria Creep Factor. 2 0 9 Width Re q = - Soffit 200 2 psf TCDL 2 psf Bldg Code: FBC 6th ed 201 Max TC CSI 0 750 Load Duration 1 00 MWFRS Parallel Dist 0 to h/2 TPI Sid 2014 Max BC CSI 0 026 Members not listed have forces less than 375# Spacing Web Forces Per Ply (Ibs) ng 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 166 Webs Tens Comp Webs Tens Comp Loc from endwall Any FT/RT 20(0)/10(0) GCpi 0 18 Plate Type(s) A - D 95 -540 B - C 98 -624 Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule 0 128"x3" nails Top Chord 1 Row @ 2 00" o c Bot Chord 1 Row @12 00" o c Webs : 1 Row @ 4" o c Use equal spacing between rows and stagger nails in each row to avoid splittingtittputgfpyfrur h Special Loads Lumber Dur Fac =1 00 / Plate Dur Fac =1 00) ` " y` .• •"'"•..' TC From 390 plf at 0 00 to 390 plf at 290 BC From 10 plf at 0 00 to 10 plf at 290 $ i ' •'• TC 411 lb Conc Load at 0 33 TC 790 lb Conc Load at 2 33 s Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing Wind !y : A' a• Wind loads based on MWFRS with additional C&C ••. •• member design i' A I•• ... r t N Additional Notes COA #0 L7 tlru NA Truss must be installed as shown with top chord uprlmwrt08/30/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise (tefer to drawings 160A-Z for standard plate positions P Alpine, a division of ITW BuildincL Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the ALINEroMauuy truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page, , 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofprofessionalengineeringresponsibilitysolelyforthedesinshown. The suitability and use of this drawing for any structure is p e responsibility of the Building Designer per ANSI/TPI 1 Y. 2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www tpinst org, SBCA www sbondustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N364260B Ply 1 SEQN 40330 / T8 / HIP_ Cust RR8975JRef 1WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TBI213SE ,02/,03/ ,R/01 Qty 5 FROM HMT DrwNo 241 18 1505.22241 Truss Label: HJ7 KM / OF 08/29/2018 Loading Criteria (ps0 TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL. 000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 4'3 f-- 1'5" Wind Criteria Wmd Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a. 3 00 ft Loc from endwall NA GCpr 0 18 Wind Duration 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP 2400f-2 OE Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS Provide (3) 0 162"x3 5", min toe -nails at top chord Provide (3) 0.162"x3 5", min toe -nails at bottom chord 5'3"5 5'3"5 9'2"2 9'2"2 Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT N/ Pf. NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used No FT/RT:20(0)/10(0) Plate Type(s): WAVE 9110,11 4'6" 11 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL) 0 034 F 999 360 VERT(TL) 0133 F 999 240 HORZ(LL) 0 008 C - - HORZ(TL) 0 021 C Creep Factor 2 0 Max TC CSI 0 860 Max BC CSI 0 462 Max Web CSI 0 354 VIEW Ver 17 02 02A 1213 21 R • o. cos 1 SAT © ! L L EN ,,, COA #0r ti pa+Pr 08/30/2018 L 9'10'1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 425 /125 I- /- /- /106 E 447 /60 /- /0 /0 /15 D 302 /151 /- /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. B - C 333 - 772 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp B - F 724 - 302 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp C - F 332 - 796 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuddingComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proerlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910 as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise Defer to drawings 160A- Z for standard plate positions Alpine, a division of ITW Build in4cTComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIlTPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , . listing this drawing indicates acceptance of pro essrona engineering responsibility solely for the design shown. The sui ability and useofthisgnawingforanystructureisperesponsibilityoftheBuildingDesignerperANSUTPI1Sec.2. ALPINE MR co~ 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N364260B Ply 1 SEQN 1354 / T53 / HIP_ Cust R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A619A7 ,213MA/213MB/213TA/213TB/213SE ,02/,03/ ,R/01 Qty 2 FROM JRH DrwNo 241 18 1505.26797 Truss Label, HJ7L KM / WHK 08/29/2018 5'5"11 5'5"11 9'10"1 4'4"5 Z 11'S"4283 2X4 C N r N N B 315 A 9'4" y FF + Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 0 00 Soffit 000 Load Duration 1 25 Spacing 24 0 " 2X4(A1) Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP: C Mean Height. 15 00 It TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a' 3.00 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 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/3012013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS Additional Notes Provide (3) 0 131"x3 0", min toe -nails at top chord Provide hanger or special connection at bottom chord 9'5" 1 9'5" 1 Snow Criteria ( Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used No FT/RT 20(0)/10(0) Plate Type( s): WAVE 5" P1b" 1 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0 042 C 999 360 Maximum Reactions ( Ibs) Loc R / U / Rw / Rh / RL G 416 / 128 / - / - / - VERT(TL) 0 156 C 999 240 E 451 / 66 / - / 0 / 0 HORZ(LL) 0 009 F - - D 281 / 150 / - /- / - HORZ(TL) 0 022 F Wind reactions based on MWFRS Creep Factor. 2 0 G Min Brg Width Req = 1 5 Max TC CSI 0.782 E Min Brg Width Req = - Max BC CSI 0 771 D Min Brg Width Req = - Max Web CSI 0 420 Bearing G is a rigid surface Bearing G requires a seat plate. W 106 15 1. 5 Members not listed have forces less than 375# VIEW Ver 17 02 02C 0211 16 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp B - C 446 -1047 Pr H rrr.,y AGE SF• , -. O. 7 8 1 • a;• SAT O ,:' COA #o jV141 "• 08/30/ 2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp B -F 1017 -423 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp C - F 446 -1071 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI secoons B3, B7 or p10, as applicable ApplgyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinfDetails, unless noted otherwiseRefer to ALPINE drawings 160A-Z forstandardplatepositionsAlpine, a division of ITW Bw ldmcc_ Components Group Inc shall not be responsible for any deviation from this drawing,apy failure to build the u+mv coMvun truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pa e, . 675o Forum Drive listing this drawing indicatesacceptanceofpromessionarengineeringresponsibilitysolelyforthedesignshown. The suiTability and use of this9awingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. Suite 305 For more information see thisjob's general notes page and these web sites ALPINE www al ineitw corn, TPI www t insl or , SBCA www sbcindustry com, ICC w iccsafe org Orlando FL, 32821 Job Number, N364260B Ply 1 SEQN 40331 / T12 / HIP_ Cust R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A619A7 ,213MA/213MB/213TA/213TB/213SE ,02/,03/ ,R/01 Qty 2 FROM JRH DrwNo 241 18 1505 23068 Truss Label: HJ5 KM / DF 08/29/2018 T Loading Criteria (psq TCLL 2000 TCDL 1700 BCLL: 000 BCDL 1000 Des Ld 4700 NCBCLL 000 Soffit 000 Load Duration 1 25 Spacing 24 0 " Lumber Wind Criteria Wmd Std ASCE 7-10 Speed 150 mph Enclosure- Closed Risk Category II EXP C Mean Height 21 40 It TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a- 3 00 ft Loc from endwall NA GCpi- 0 18 Wind Duration 1 60 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 4-11-8 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 (2) 0 131"x3 0", min toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT Ni Pf NA Ce NA Lu- NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used No FT/RT 20(0)/10(0) Plate Type(s) WAVE 7'0" 2 7'0"2 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) NA VERT(TL) NA HORZ(LL) 0 013 D HORZ(fL) 0 033 D Creep Factor 2 0 Max TC CSI 0 992 Max BC CSI0 509 Max Web CSI 0 000 VIEW Ver 17.02 02A.1213 21 08/ 30/2018 C Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 235 /100 /- /- /- /49 D 96 /- /18 /- /- /15 C 273 / 165 / - / - / - / 1 5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS es require extreme care in fabricating, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ronent Safety Information, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary 1g per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly iedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910 plicab- le AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise Defer to ngs 160A-Z for standard plate positions a a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,anv failure to build the in conformance with ANSIrI PI 1, or for handling, shippin?, installation and bracing of,trussesA seal on this drawirsg or cover page , g this drawing indicates acceptance of pro essiona engineering responsibilittyv solely for the desi n shown. The suitability useofthisdrawingforanystructureisperesponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sec.2. ALPINE Mf co~ 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N364260B Ply 1 SEQN 40332 / T27 / HIP_ Cust RR8975 JRef 1WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA1213MB/213TA1213TB/213SE ,02/,03/ ,R/01 Qty 1 FROM JJP DrwNo 241.18 1505 22195 Truss Label: HJ3 CH / OF 08/29/2018 12 2X4(A1) 1'5" T611 T6 11 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) NA BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) NA BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 000 D Des Ld 4700 EXP C HORZ(TL) 0 001 D NCBCLL 000 Mean Height 20 77 ft Code / Misc Criteria Creep Factor 2 0TCDL42psf Soffit 0 00 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0080 Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 040 Spacing 24 0 " C&C Dist a 3 00 It Rep Factors Used No Max Web CSI 0 000 Loc from endwall NA FT/RT 20(0)/l0(0) GCpi 0 18 Plate Type(s) Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Loading Hiplack supports 2-5-8 setback lacks with no webs Wind Wind loads and reactions based on MWFRS Additional Notes Provide (2) 0 131"x3 0", min toe -nails at top pttuumufNurchord Provide (2) 0 131"x3 0", min toe -nails at bottom chord }N.00110 r GE S L i Q.708 1 a i• S AT 0 x1f I s,S•-...,,...••NG, COA #ova/,,NA WA„,,",. 08/30/2018 C Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 92 /42 /- /- /- /49 D 19 /- /5 /- /- /15 C 57 /34 /- I- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rlpid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable AppTy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise (2efer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Build Ing Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the AH my coMPAtrussinconformancewithANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr listing this drawing, indicates acceptance of proTessionar en ineering responsibilitcyv solely for the design shown. The suiTability Suite Lake and use of this a awing for any structure is the responsibilitq of the Building Desigrfer per ANSI/TPI 1 Sec.2.150 For more information see thisjob's general notes page and these web sites ALPINE www al meitw corn, TPI www t mst or , SBCA www sbandustry corn, ICC www iccsafe org Orlando FL, 32837 Job Number: N364260B Ply 1 SEQN 40333 / T19 / EJAC Cust RR8975 JRef 1WdX89750103' TEEN BUILDER ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE ,02/.03/ ,R/01 Qly 19 FROM JJP DrwNo 241 18 1505 24115 Truss Label: EJ7 KID / DF 08/29/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " T 1 Wind Criteria Wmd Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall not in 4 50 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (3) 0 131 "x3 0", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord drawings 1 Aloine, a d 7' 7' Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/l0(0) Plate Type(s) WAVE L Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) NA VERT(TL) NA HORZ(LL) 0 015 D HORZ(TL) 0 036 D Creep Factor 2 0 Max TC CSI 0 926 Max BC CSI 0 442 Max Web CSI 0 000 VIEW Ver 17 02 02A 1213 21 o. 708 1 SAT O A,4,. 4NAL 08/30/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 436 /94 /349 /- /152 /80 D 139 /15 /109 /- /- /15 C 233 /112 /150 /- I- /15 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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 and SBCA) for safety practices prior to performing these functions Installers shall provide temporary r BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyaidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910 fieApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinCDetails, unless noted otherwise Refer to 60A-Z for standard plate positions n of more information see BuildincLgComponents Group Inc shall not be responsible for i ANSI/ TPI 1, or for handling, shipping, installation and braci icates acceptance of pro) essionaf engineering respor ng for any structure is the responsibility of the building I b's general notes page and these web sites ALPINE www alpineitw corn, pe his drawing, any failure to build the on this drawing or cover page Le design shown. The suitability AL NE PINE2400Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number, N3642608 Ply 1 SEQN 411334 / T7 / EJAC Cust RR8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA1213TBI213SE ,021,03/ ,R/01 Qty 2 FROM JJP DrwNo 241 18 1505 22336 Truss Label EJ5 KM / OF 08/29/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld: 47 00 NCBCLL: 1000 Soffit 000 Load Duration 125 Spacing: 24 0 " Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 21.41 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3 00 ft Loc from endwall not in 4 50 ft GCpi 0.18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "l38" uses design values approved 1 /30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0 131"x3 0", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT NF Pf NA Ce NA Lu NA CsNA Snow Duration. NA Code / Misc Criteria Bldg Code FBC 6th ed TPI Std- 2014 Rep Factors Used Yes FT/ RT 20(0)/10(0) Plate Type(s): WAVE 5' 5' Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL). NA VERT( TL) NA HORZ( LL) -0.006 D HORZ( TL) 0 013 D Creep Factor 2 0 Max TC CSI 0 435 Max BC CSI 0 294 Max Web CSI: 0 000 VIEW Ver: 17 02 02A 1213 21 M rti. lr 1 •• 1•I rrr XE ,. o. T08 1 at• SAT O ; coA 4 64aR Fss ' •' mil .....!.•. 1 NA E wp, r x11n 08/ 30/2018 C M O N Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 341 /111 /278 /- /146 140 D 95 /14 /73 /- /- /15 C 165 /107 /100 /- I- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# 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, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary braang per BCSI Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have braangq insalled per BCSI sections B3, B7 or B10, as applicable AppTy plates to each face oftrussand position as shown above and on the JoInCDetails. unless noted otherwise (Refer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,ang failure to build the AH nw:oMAAry truss in conformance with ANSI/l PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 150 and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSIITPI1Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw corn, TPI www t inst or , SBCA www sbandust com, ICC www iccsafe org Orlando FL, 32837 Job Number: N3642608 Ply 1 SEON 40335 / T29 / EJAC Cust R R8975 JRef. 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA1213MB/213TA1213TB/213SE ,02/,03/ ,R/01 Qty 1 FROM. JJP DrwNo 241 18 1505 22226 Truss Label: EJ3G KM / DF 08/29/2018 V 12 B F F 2X4(A1) T M 16ir21611 216" ) Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 2000 Wind StdASCE 7-10 Fig NA Ct NA CAT NA PP Deflection in loc Udell U# TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL): NA BCLL 000 Enclosure Closed Lu. NA Cs NA VERT(TL): NA BCDL 1000 Risk Category: II Snow Duration NA HORZ(LL) 0 001 C Des Ld 4700 Mea C Mean Height 21 03 It HORZ( TL) 0 003 C NCBCLL 1000 TCDL 4 2 psf Code / Misc Criteria Creep Factor 2 0 Soffit 000 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 151 Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 173 Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 000 Loc from endwall Any FT/RT 20(0)/10(0) GCpi 0 18 Plate Type(s) VIEW Ver: 17 02 02A 1213 21 WindDuration160WAVELumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1 25 / Plate Dur Fac =1.25) TC From 78 plf at 0 00 to 78 plf at 250 BC From 20 plf at 0 00 to 20 plf at 250 BC 147 lb Conc Load at 0 59 Wind Wind loads and reactions based on MWFRS 611111111111f1ttl/r r Additional Notes W H. y". Provide ( 2) 0 131"x3 0", min toe -nails at top chord Provide ( 2) 0 131"x3 0", min toe -nails at bottom chord 1f f••.•• ••...', i/i S .1 3 • •. 3N G 0. 708 i jarr Q t SAT O N A'00"'` COA # ,$, 08/ 30/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 249 /81 /- /- /- /40 C 49 /2 /- /- /- /15 B 93 /51 /- /- /- /15 Wind reactions based on MWFRS A Min Brg Width Req = 1 5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rlgld ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise Defer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Build ingg Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the mlm co..~ truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pae 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofpro) essionar engineering responsibility solely for the design shown. The suitability and use of this arawing for any structure is fhe responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. Suite 150 For more information see this ob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www Sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N364260B Ply 1 SEQN 40336 / T24 / JACK Cusl R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MAt2l3MB/213TA/213TB/213SE ,02/,03/ ,R/O1 Qly 10 FROM JJP DrwNo 241 18 1505 22117 Truss Label. CJ5 KM / OF 08/29/2018 Loading Criteria (psi) TCLL 2000 TCDL 1700 BCLL 000 BCDL1000 Des Ld 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " C 12 6 M O LO N Cl) B M T A D 1 5' 5' Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C& C Dist a 3 00 ft Loc from endwall. not in 4 50 It GCpi 0.18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide ( 2) 0 131 "x3 0", min toe -nails at top chord Provide ( 2) 0 131"x3 0", min toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 5th ed 201 TPI Std 2014 Rep Factors Used Yes FT/ RT 20(0)/l0(0) Plate Type(s). WAVE Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL) NA VERT( TL) NA HORZ( LL) 0 006 D HORZ( TL) 0 013 D Creep Factor 2 0 Max TC CSI 0 435 Max BC CSI 0 294 Max Web CSI' 0 000 VIEW Ver 17 02 02A 1213.21 C • C o. 708 1 cOA # NAL 08/ 30/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL -/ W B 341 177 /279 /- /114 /80 D 95 /9 /72 /- I- /15 C 165 /79 /105 /- I- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Beanng B is a rigid surface Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or 810, asapplicableAppTyplatestoeachfaceoftrussandpositionasshownaboveandontheJoint -Details, unless noted otherwise Defer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µCo,,,,,,,, truss in conformance with ANSIl1 PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawi g or cover page .. 240o Lake Orange Dr listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesinshown. The suiTability Suite Lake and use of this drawing, for any structure is p e responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbandustry com, ICC www imsafe org Orlando FL, 32837 Job Number: N364260B Ply 1 SEQN 40337 / T21 / JACK Cust. R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB1213TA/213TB/213SE ,021,03/ ,R/01 Qty 13 FROM JJP DrwNo 241 18 1505 23022 Truss Label' CJ3 KM / DF 08/29/2018 C 4"3 31 i31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL .2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in .Ioc L/defl L/# TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) NA BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) NA BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 001 D Des Ld 4700 C HORZ(TL) 0 002 D Code / Misc CriteriaNCBCLL1000 MeaMean Height 15 00 It TCDL 4 2 psf Creep Factor 2 0 Soffit 000 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 188 Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 097 Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 000 Loc from endwall Any FT/RT 20(0)/l0(0) GCpr 0 18 Plate Type(s) VIEW Ver 17 02 02A 1213 21WindDuration160WAVE Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design 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 o. 708 1 COA 4NALN 08/30/2018 I M O Maximum Reactions (Ibs) Loc R /U /Rw -/ Rh /RL /W B 250 /61 /214 /- /75 /80 D 54 /4 /42 /- /- /15 C 90 /44 /54 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Beanng B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigqid telling Locations shown for permanent lateral restraint of webs shall have braclnq Installed per SCSI sections B3, B7 or B10, as applicable AppTy Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the a ,µ truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawl g or cover pafge, , 2400 Lake Orange Drlistingthisdrawing, indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability Suite Lake and use of this drawing for any structure is the responsibility of the Building Desigrfer per ANSI/ TPI 1 Sec.2.150 For more information see this 1ob's general notes page and these web sites ALPINE www alpineitw com, TPI www tpinst org, SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N364260B Ply 1 SEON 40338 / T46 / JACK Cust R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB1213TA/213TB/213SE ,02/,03/ ,R/01 Qty 1 FROM JJP DrwNo 241 18 1505 23052 Truss Label: CJ3A KM / DF 08/29/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL. 1000 Des Ld 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " Wind Criteria Wmd Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 21 16 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall Any GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0 131"x3 0", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord 2X4(A1) 12 B 3' 1 "18 3' 1 1'8 3'1 "8 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE C Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT(TL) NA HORZ(LL) -0 002 C HORZ(TL) 0 004 C Creep Factor 2 0 Max TC CSI 0 238 Max BC CSI 0 152 Max Web CSI 0 000 VIEW Ver 17 02 02A 1213 21 08/30/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 147 /35 /108 /- /71 /15 C 60 /12 /49 /- /- /15 B 103 /65 /65 /- /- /15 Wind reactions based on MWFRS Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable Apply plates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the w co~ truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pafge.. 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 150 and useofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw corn, TPI www t inst or , SBCA www sbandustry cam, ICC www iccsafe org Orlando FL, 32837 Job Number: N3642608 Ply 1 SEQN 40339 / T20 / JACK Cust R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA1213MB/213TA/213TBI213SE ,02/.03/ ,R/01 Qty 16 FROM ROG DrwNo 241 18 1505 22009 Truss Label: CA KID / DF 08/29/2018 A_ 4"3 T Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 47 00 Mean Height 15 00 ft NCBCLL 1000 TCDL 4 2 psf Soffit 000 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing 24 0" C&C Dist a 3 00 ft Loc from endwall Any GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0 131"x3 0", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord 12 6 X 1 ale 1' A co O LID T_ Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Fig NA Ct NA CAT NA PP Deflection in loc Udefl U# Pf NA Ce NA VERT(LL) NA Lu NA Cs NA VERT(TL) NA Snow Duration NA HORZ(LL) -0 000 D HORZ(TL) 0 000 D Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 201 Max TC CSI 0 171 TPI Std 2014 Max BC CSI 0 022 Rep Factors Used Yes Max Web CSI 0 000 FT/RT 20(0)110(0) Plate Type(s) WAVE VIEW Ver 17 02 02A 1213 21 C'M Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 194 /64 /186 /- /37 /80 D 9 /10 /14 /- !- /15 C -15 /29 /21 /- I- 115 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# 08/30/2018 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, handlm shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachedrudcelmgLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable Apply Oates to each face of truss and position as shown above and on the JoingDetails, unless noted otherwise I'teferto drawings 160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page Abilitylistingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui£ability anduseofthisdrawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this ALPINE. nWCOMPANY2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N3642608 Ply 1 SEQN 1341 / T58 / EJAC Cust R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/,03/ ,R/01 Qty 2 FROM JRH Dnallo 241 18 1505 26749 Truss Label: EJ71_ KM / WHK 08/29/2018 L 11'8" 7 u7 N N B s A 9,4„ D Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL: 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist h/2 to h C&C Dist a 3 00 It Loc from endwall not in 4 50 It GCpi0 18 Wind Duration 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Lumber value set "11313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide ( 3) 0 131'k3 0", min. toe -nails at top chord Provide ( 2) 0 131"x3 0", min. toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs. NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/ RT 20(0)/10(0) Plate Type(s) WAVE Deft/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL) NA VERT( TL) NA HORZ( LL) 0.016 D HORZ( TL)' 0 037 D Creep Factor 2 0 Max TC CSI 0 865 Max BC CSI 0 432 Max Web CSI 0 000 VIEW Ver 17 02.02C 0211 16 08/ 30/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 426 /115 /329 /- /101 /80 D 138 /14 /106 /- /- /15 C 224 / 96 / 129 / - / - / 1 5 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeiy attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections 63, 67 or 810, as applicable Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Building_Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the µwCo,,,,,,,, truss in conformance with ANSIPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page. , 675o Forum Drive this drawing indicates acceptance of proTessionaj engineering responsibility solely for the design shown. The suitability and useofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 305 For more information see this ob's general notes page and these web sites ALPINE www al ineaw com, TPI www t mst org, SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32821 Job Number: N364260B Ply 1 SEQN 1338 / T57 / JACK Cust RR8975 JRef 1WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB1213TA/213TB/213SE ,02/,03/ ,R/01 Qly 4 FROM JRH DrwNo 241 18 1505 26860 Truss Label, CJ5L KM / WHK 08/29/2018 17 C 110"7 Ln B T ih CV 315 A 9'4" D Loading Criteria (pso TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 2X4(A1) 1' Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall not in 4 50 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131 "x3 0", min. toe -nails at top chord Provide (2) 0 131 "x3 0", min toe -nails at bottom chord 5' 5' Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) NA VERT(TL) NA HORZ(LL) 0 006 D HORZ(TL) 0 014 D Creep Factor 2 0 Max TC CSI 0 403 Max BC CSI 0 286 Max Web CSI 0 000 VIEW Ver 17 02 02C 0211 16 0. 708 1 Q 4' Co r#4x.Q N At. EN •' 08/30/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 333 / 92 / 263 / - / 76 / 8 0 D 94 /9 /71 /- I- /15 C 158 /67 /91 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingq installed per BCSI sections 133, B7 or B10, as applicable Apply plates to each face otPtruss and position as shown above and on the Joint Details, unless noted otherwise Defer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Buddm$Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the u mvcouPeN truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 675o Forum Drive listingthisdrawingindicatesacceptanceofproessionAengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite Fos anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE vnvw al ineitw com, TPI w t inst or , SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32821 Job Number: N364260B Ply 1 SEON 1339 / T59 / JACK Cust R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA1213MB1213TA1213TB/213SE ,02/,03/ ,R/01 Oty 4 FROM JRH DrwNo 241 18 1505 26765 Truss Label: CJ3L KM / WHK 08/29/2018 Loading Criteria (psr) TOLL 2000 TCDL' 17.00 BCLL 000 BCDL 10.00 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 12 4 U::— C 10'4" 7 to B M A 9'4ri D Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category II EXP:C Mean Height 15 00 It TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall Any GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0 131"x3 0", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord r Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CATN/ Pf. NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std' 2014 Rep Factors Used Yes FT/ RT 20(0)/10(0) Plate Type(s): WAVE Deft/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL) NA VERT( TL) NA HORZ( LL) 0 001 D HORZ( TL) 0 002 D Creep Factor 2.0 Max TC CSI 0 161 Max BC CSI 0 090 Max Web CSI 0 000 VIEW Ver 17 02 02C.0211 16 A, a. 708 1 mow, COA SON AL LNG 08/ 30/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 244 /71 /201 /- /50 /80 D 53 /4 /40 /- /- /15 C 85 / 36 147 / - / - / 1 5 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable Apply Oates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this dr?wini any failure to build the ,w irw co.Mw truss In conformance with ANSI11 PI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr wirSg or cover pa e, , 6750 Forum Drive listingthisdrawingindicatesacceptanceofroessionaengineeringresponsibilittvysolelyforthedesignshown. The sui ability Suite For and use of this drawing, for any structure is the responsibility of the Building Desigrfer per ANSIITPI 1 Sec.2.305 For more information see thisjob's general notes page and these web sites ALPINE www al inedw com, TPI www t inst or , SBCA www sbandustry corn, ICC www imsafe org Orlando FL, 32821 Job Number: N364260B Ply 1 SEQN 1340 / T50 / JACK Cust R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/,03/ ,R/01 Qty 4 FROM JRH DrwNo 241 18 1505 26859 Truss Label: CAL KM / WHK 08/29/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 12 4 C B LO UU9rp7 A ti 9'4n D 2X4(A1) 1' i 1r 1r Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall Any GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0 131"x3 0", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) NA VERT(TL) NA HORZ(LL) 0 000 D HORZ(TL) 0 000 C Creep Factor 2 0 Max TC CSI 0 159 Max BC CSI 0 021 Max Web CSI 0 000 VIEW Ver 17 02 02C 0211 16 y rri o. 7Q8 1 SAT O • Q t COA ONAIL _,n• 08/ 30/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 189 /85 /172 /- /25 /80 D 8 /10 /15 /- /- /15 C - 15 /25 /22 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable AppTy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIfI Pl 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa e , , 6750 Forum Drive listingthisdrawingindicatesacceptanceofproessiona. engineering responsibility solely for the design shown. The sui ability anduseofthisgnawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 305 For more information see this ob's general notes page and these web sites ALPINE www al inedw com, TPI www tpinst or , SBCA www sbandustry com, ICC vnvw imsafe org Orlando FL, 32821 Job Number: N364260B Ply 1 SEQN 40340 / T37 / SY42 Cusl R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA1213TB/213SE ,02/,03/ ,R/01 Qty 1 FROM JRH DrwNo 241 18 1505 22491 Truss Label: FT1GE KM / DF 08/29/2018 111".12 .4 , I4 F" 4 874371111 8711*8 2'5" 4 6'3"l .8 811"12 157'4i41 i115"8i81 212"8 1'2"8 117-8' 1'2"8' 67.8 r"1 r 1. 3"12 1 2,6" 1 2,6" — 111 5X3 15X3 4X4 3X6 =4X6 A B C D E F G H I J K T m 1 N M L V U T S R Q O =3X3 4X6 1114X4 15X3 11115X3 11115X3 11115X3 11115X3 11115X3 =4X4 1111 5X3 Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Std ASCE 7- 10 TCDL 1000 Speed 150 mph BCLL 000 Enclosure Closed BCDL 500 Risk Category II EXP C Des Ld 5500 Mean Height 15 00 ft NCBCLL 1000 TCDL 4 2 psf Soffit 200 BCDL 3 0 psf Load Duration 1 00 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 " C&C Dist a 3 00 ft Loc from endwall. Any GCpr 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/ 1/ 2013) Top chord 4x2 SP 2400f-2 OE Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1 00 / Plate Dur Fac =1 00) TC From 442 pif at 0 00 to 442 plf at 1548 BC From 10 plf at 0 00 to 10 plf at 1548 TC 1212 Ib Conc Load at 15 38 Plating Notes All plates are 2X4 except as noted Wind Wind loads based on MWFRS 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 9' 157'4 6' Snow Criteria ( Pg, Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL) 0 026 J 999 360 V 202 / 3 / 58 / - / - / 7 2 Lu NA Cs NA VERT(TL) 0 108 J 999 240 V' 584 / 43 / 173 / - / - / 108 Snow Duration NA HORZ(LL) 0 005 1 - - L 2747 / 107 / 789- HORZ(TL) 0 014 1 Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2 0 V Min Brg Width Req = 1 5 Bldg Code FBC 6th ed 201 Max TC CSI 0 987 V Min Brg Width Req = - TPI Std 2014 Max BC CSI 0 588 L Min Brg Width Req = - Rep Factors Used Yes Max Web CSI 0 594 Bearings V & V are a rigid surface Bearing V requires a seat plate FT/RT 12(0)/10(0) Plate Type(s) Members not listed have forces less than,375# WAVE VIEW Ver 17 02 02A 1213 21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp 1-1 150 - 1185 J - K 94 - 662 Maximum Bot Chord Forces Per Ply ( Ibs) Chords Tens Comp Chords Tens Comp O-N 914 -111 N-M 1442 -184 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp B - U 59 - 480 0-1 180 - 1497 C - T 76 - 616 1 - N 432 - 62 D-S 67 -585 N -J 68 -410 E - R 67 - 589 J - M 144 -1239 F - Q 67 - 593 M - K 1248 -150 G - P 66 - 572 L - K 7 - 775 H - O 63 - 555 K - L 178 - 1967 COA , N Al. ON 08/30/ 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 BCSI (Building Component Safety Information, by TPI andSBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached rigqid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BC I sections B3, B7 or B10 as applicable Apply plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise Defer to drawings 160A-Z for standard plate positions Alpine, a division of ITW Build incLComponents Group Inc shall not be responsible for any deviation from this drawing,anvy failure to build the truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracing of-trussesA seal on this drawirfg or cover page - - listing this drawing indicates acceptance of professional engineering responsibilitty solely for the desi n shown. The suiTability and use of this drawing, for anystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sec.2. ALPINE Mff 110wA 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N3642608 Ply 1 SEQN 40341 / T41 / SY42 Cust R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA1213TB/213SE ,02/,03/ ,R/01 Qty 5 FROM JJP DrwNo 241 18 1505 22866 Truss Label: FT2 KM / OF 08/29/2018 Loading Criteria (psf) TCLL 4000 TCDL 1000 BCLL 000 BCDL 500 DesLd ,5500 NCBCLL 1000 Soffit 200 Load Duration 1 00 Spacing 24 0 " 69" 1 8'9"12 15'4"12 6'9" 1 2'0"1 2 67" r 1' 2,6„ 1f121,3„12 2'5"8 i T'P) 4X6 4X4 1 5X3 III 1.5X3 III 1 5X3 =1 5X3 A B C D E F G H 15X3 —w^µ 1112X4 Wind Criteria Wind Std NA Speed NA mph Enclosure NA Category NA EXP NA Mean Height NA ft TCDL NA psf BCDL NA psf MWFRS Parallel Dist NA C&C Dist a NA ft Loc from endwall NA I NA GCpi NA Wind Duration NA 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 "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0 128"x3",min ) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up 4A4 1112X4 15'4"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL) 0 119 D 999 360 Q 840 /- Lu NA Cs NA VERT(TL) 0 275 D 900 240 J 827 / Snow Duration NA HORZ(LL) 0 026 B - - Q Min Brg Width Req = 1 5 HORZ(TL) 0 043 B J Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor 2 0 Bearings Q & J are a rigid surface Bldg Code FBC 6th ed 201 Max TC CSI 0 773 Bearing Q requires a seat plate TPI Std 2014 Max BC CSI 0 779 72 35 Rep Factors Used Yes Max Web CSI 0 433 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 10(0) Chords Tens Comp Chords Tens Comp Plate TypesyIpe(s ) WAVE VIEW Ver 17 02 02A 1213 21 A - B 0 -571 E - F 0 -1910 B-C 0 -1454 F-G 0 -1455 C-D 0 -1910 G-H 0 -571 D-E 0 -1917 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp P-0 1130 0 M -L -1747 0 0O-N 1755 0 L -K 1130 N - M 1917 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens A -Q 0 -821 M-F 461 A-P 910 0 F -L 0 P -B 0 -888 L -G 516 B-0 514 0 G -K 0 O- C 0- 478 K- H 907 C -N 454 -5 H -J 0 08/30/2018 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 BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rad ceding Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable Apply plates to each face oftrussand position as shown above and on the Joinf9Details, unless noted otherwise f efer to drawings 160A- Z for standard plate positions Alpine, a division of ITW BuildincL Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handlmq, shipping, installation and bracing of,trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The sui ability and useofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIfTPI1Sec.2. 0 474 0 888 0 773 AL NE PINEOMPMT2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N364260B Ply 1 SEQN 40342 / T47 / SY42 Cust RR8975 JRef 1WdX89750103 TEEN BUILDER ,9A619A7 ,213MA/213MB/213TA/213TB/213SE ,02/,03/ ,R/01 Qly 8 FROM. JRH DrwNo 241 18 1505 24114 Truss Label, FT2A KID / OF 08/29/2018 6'9" 8'9"4 15'4"12 r 6,9„ 2'0„4 '+' 67'8 2'6" TYP) 4X6 1.5X3 =3X3 11115X3 11115X3 =3X3 1.5X3 A B C D E F G H 90 n a n nl VnnI 1 5X3 -4AU 1112X4 Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Std NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA EXP NADesLid5500MeanHeight NA tt NCBCLL 1000 TCDL NA psf Soffit 200 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing 24 0 " C&C Dist a NA It Loc from endwall NA I NA GCpi NA Wind Duration NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1 00 / Plate Dur Fac =1 00) TC From 100 plf at 0 00 to 100 plf at 1515 BC From 10 plf at 0 00 to 10 plf at 1527 TC 200 lb Conc Load at 5 33, 9 94 Plating Notes All plates are 4X4 except as noted Additional Notes See ANSIrrPI 1 Sect 7 for additional bracing requirements Bracing material to be supplied by erection contractor Truss must be installed as shown with top chord up a JAJ 15'4"12 JA,l 47.b 1112X4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R I U / Rw / Rh / RL W Pf NA Ce NA VERT(LL) 0 152 E 999 360 Q 1076 I - / - / - / -. 7 3 Lu NA Cs NA VERT(TL) 0 318 E 783 240 J 1027 / - / - / - I - 3 5 Snow Duration NA HORZ(LL) 0.028 B - - Q Min Brg Width Req = 1 5 HORZ(TL)' 0 047 B J Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor 2 0 Bearings Q & J are a rigid surface Bldg Code FBC 6th ed 201 Max TC CSI 0 830 Bearing Q requires a seat plate TPI Std 2014 Max BC CSI 0 770 Rep Factors Used No Max Web CSI 0 585 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Chords Tens Comp Chords Tens Comp Plate Type(s) WAVE VIEW Ver 17 02 02A 1213 21 A - B 0 - 772 E - F 0 - 2569 B- C 0 -1967 F- G 0 -1940 C- D 0- 2569 G- H 0 - 731 D - E 0 - 2576 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp P- 0 1531 0 M- L 2404 0 O- N 2403 0 L- K 1453 0 N - M 2576 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A- Q 0- 1055 M- F 570 -105 A- P 1229 0 F- L 0 - 736 piWHnHH/rghq',' P- B 0- 1206 L- G 774 0 B- 0 772 0 G- K 0 -1146 F+At! '•.i O C- N 5711 -105 H - J 1162 0 961 C0A404gufYN. r wlr>Knr+K* 08/30/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) fosafety practices prior to performing these functions Installers shall provide temporary r BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly lidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910 AppiyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinfDetails, unless noted otherwise Refer to 60A-Z for standard plate positions ivision of ITW Building Components Group Inc shall not be responsible for any deviation from this drawin any failure to build the ss in conformance with ANSI PI 1, or for handlmq, shipping, installation and bracing of trussesA seal on this drowirig or cover page, nng this drawing indicates acceptance of pro essiona engineering responsibilittyv solely for the design shown. The suitability d useofthisgnawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. more information see see thisjob's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbcindustry com, ICC www iccsafegeneral notes pageandthesewebsitesALPINEwwwaipineitwcom, TPI www tpinst org, SBCA w sbcindustry com, ICC waves iccsafe A P NE MlrrW Co.P- 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number' N36426013 Ply 1 SEQN 40343 / T35 / SY42 Cust R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/,031 ,R/01 Qly 1 FROM JRH DrwNo 241 18 1505 24129 Truss Label. FT2GE KID / OF 08/29/2018 14'10"4 11,10" 3 i A9 Y1i 13'2' f- 2'l1"8 —}'- 1'4" --j TYP) 3X4 W 1 5X3 1 5X3 =1 5X3 A B C D E F G H I J K L T T 51° Y X W V U T S R O P O 15X3 = 3X3 11115X3 11115X3 11115X3 1h15x3 11115X3 11115X3 11115X3 11115X oll 5X3 Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Std ASCE 7-10 TCDL 1000 Speed 150 mph BCLL 0.00 Enclosure Closed BCDL 5.00 Risk Category. II EXP C Des Ld. 55 00 M ean Height 15 00 fl NCBCLL 10.00 TCDL 4 2 psf Soffit 2.00 BCDL 3 0 psf Load Duration 1 00 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 " C&C Dist a: 3 00 ft Loc from endwall Any GCpi 0 18 Wind Duration. 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 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 100 plf at 0 00 to 100 plf at 013 TC From 440 pIf at 0 13 to 440 pIf at 1485 BC From 10 plf at 0 00 to 10 pIf at 1498 Plating Notes All plates are 2X4 except as noted Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Truss must be installed as shown with top chord up 15' 1'4 Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or •=PLF Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf NA Ce NA VERT(I-Q. 0 003 B 999 360 N' 440 / 31 / 31 /- / - Lu NA Cs NA VERT(TL) 0 011 B 999 240 Wind reactions based on MWFRS Snow Duration NA HORZ(LL) -0.000 B - - N Min Big Width Reg = - HORZ( TL) 0 001 B Bearing Y is a rigid surface Code / Misc Criteria Creep Factor 2 0 Bearing Y requires a seat plate Bldg Code FBC 6th ed 201 Max TC CSI 0 595 181 TPI Std 2014 Max BC CSI 0 027 Members not listed have forces less than 375# Rep Factors Used Yes Max Web CSI: 0 153 Maximum Web Forces Per Ply (Ibs) FT/ RT 20(0)I10(0) Webs Tens Comp Plate Type(s) X - B 86 -656 WAVE VIEW Ver 17 02 02A 1213 21 o. 708 1 0 08/ 30/2018 Maximum Gable Forces Per Ply (Ibs) Gables Tens Comp Gables Tens Comp C - W 75 - 603 H - R 68 587 D - V 67 - 580 1-0 68 587 E - U 68 - 588 J - P 75 587 F - T 68 - 586 K - O 77 595 G - S 68 - 587 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme rare in fabricating, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or p 10, as applicable AppTy plates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise Defer to ALPINE drawings 160A- ZforstandardplatepositionsAlpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,anv failure to build the nwcoMvµtruss in conformance with ANSI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pane. . 2400 Lake Orange Dr listing this drawingindicatesacceptanceofpro) essionar engineering responsibility solely for the design shown. The suitability Suite 150 and use ofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrSerperANSI(TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N364260B Ply. 1 SEQN. 40344 / T38 / SY42 Cust RR8975 JRef 1WdX89750103 TEEN BUILDER ,9A619A7 ,213MAt2l3MB/213TA/213TB/213SE ,021,031,R/01 Qty 7 FROM JJP DrwNo 241 18 1505 22054 Truss Label: FT3 KM / OF 08/29/2018 T T'P) 4X6 1.5X3 A B 6'9" 1 8'6"8 1 15' 1 "8 6'9„ 1 1'9„8 f 67' 1' ' l i- 1,3„12'{' 2'5"8 III 1 5X3 III 1 5X3 =4X6 C D E F G H P O N M L K J I 15X3 1112X4 Y^Y IIIL^ 15' 1 "8 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Std NA Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W TCDL 1000 Speed NA mph Pf NA Ce NA VERT(LL) 0 112 D 999 360 p 825 / - I - / - / - 7 2 BCLL 000 Enclosure NA Lu NA Cs NA VERT(TL) 0 239 D 999 240 1 825 / -- BCDL 500 Category NA Snow Duration NA HORZ(LL) 0 023 J - - P Min Brg Width Req = 1 5 EXP NA Des Ld 55 00 HORZ 0 037 BTL ) I Min Br Width Reg q Mean Height NA ft NCBCLL 10 00 Code / Misc Criteria Creep Factor 2 0 Bearing P is a rigid surface TCDL NA psf Soffit 200 gCDL NA psf Bldg Code FBC 6th ed 201 Max TC CSI 0 652 Bearing P requires a seat I9qpate Load Duration 1 00 MWFRS Parallel Dist NA TPI Std 2014 Max BC CSI 0 715 Members not listed have forces less than 375# Spacing 24 0 " C&C Dist a NA ft Rep Factors Used Yes Max Web CSI 0 424 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall NA FT/RT 12(0)/10(0) Chords Tens Comp Chords Tens Comp I NA GCpi NA Plate Type(s) Wind Duration NA WAVE VIEW Ver 17 02 02A 1213 21 A - B 0 -559 E - F 0 -1844 Lumber B-C 0 -1417 F-G 0 -1418 C -D 0-1845 G-H 0 -557 Value Set 13B (Effective 6/1/2013) D - E 0 -1851 Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens Comp Chords Tens Comp Lumber value set "1313" uses design values approved 1/30/2013 by ALSC O - N 1106 0 L - K 1699 0 N- M 1706 0 K- J 1105 0 Plating Notes M - L 1851 0 All plates are 3X3 except as noted Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens Comp Webs Tens Comp 2x6 #3 HEM -FIR or better continuous strongback A - P 0 -806 L - F 424 16Attachtoeachtrusswhereshownwith3-10d Box or Gun nails (0 128"x3",min ). strongback material toVt uitrtfufprhr rrrrrr A - O 891 0 F - K O B 0 86K 0 - 456 0 besuppliedbyerectioncontractor. 498 Truss must be installed as shown with top chord up l / %, i 0 B - N 495 C 0 -459 0 J - J - H N- 888 0 0 860 r•r•r•••.•• i•• DOE S . %. C - M 417 - 23 H - 1 0 - 802 0. 708 1 " S AT O ONA COA #0 atVAII'll" O08/ 30/2018 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 BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid celllnq Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 as applicableAppTyplatestoeachfaceoftrussandpositionasshownaboveandontheJoint -Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawln any failure to build the truss ANSI/TPI 1, for handling, bracing this dr wing mi co~ in conformance with or shipping, Installation and of,trussesA seal on or cover page, , listing this drawing indicates acceptance of ro) essionar engineering responsibility solely for the design shown. The suitability and use ofthisdrawing, for anystructure is the responsibility of the Building Desigrfer ANS11TPI 1 Sec.2.150 2400 Lake Orange Dr Suite Lake per Far more information see thisjob's general notes page and these web sites ALPINE www al menw com, TPI www t mst or , SBCA www sbandustry com, ICC www imsafe org Orlando FL, 32837 Job Number: N364260B Ply 1 SEQN 40345 / T40 / SY42 Cust RR8975 JRef 1WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA1213MB/213TA/213TBI213SE ,02/,03/ ,R/01 Oty 7 FROM JJP DrwNo 241 18 1505 22429 Truss Label, FT4 KM / DF 08/29/2018 T T 1 66" 1 6-10"4 66" 1 1-4"4 t 2,6„ TYP) 4X6 1.5X3 A B C D N Loading Criteria (psi) Wind Criteria TCLL 4000 Wind Std NA TCDL 1000 Speed. NA mph BCLL 000 Enclosure NA BCDL 500 Category NA EXP NA Des Ld 5500 Mean Height NA ft NCBCLL 1000 TCDL NA psf Soffit 2.00 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing 24 0 " C&C Dist a NA ft Loc from endwall NA I NA GCpi NA Wind Duration NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 42 SP #2 N Bot chord 4x2 SP #1 Webs 42 SP #3 Lumber value set "l3B" uses design values approved 1 /30/2013 by ALSC Plating Notes All plates are 3X3 except as noted Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0 128"0",min ) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up 14'8"12 14'8"12 T 10"8 4X4 1 5X3 E F G Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL) 0 130 D 999 360 Q 803- Lu NA Cs NA VERT(TL) 0 247 D 939 240 1 791 Snow Duration NA HORZ(LL) 0 017 J - - Q Min Brg Width Req = 1 5 HORZ(TL) 0 024 J I Min Big Width Reg = 1.5 Code / Misc Criteria Creep Factor 2 0 Bearings Q & I are a rigid surface Bldg Code FBC 6th.ed 201 Max TC CSI 0 541 Bearing Q requires a seat plate TPI Std 2014 Max BC CSI 0 816 72 35 Rep Factors Used Yes Max Web CSI 0 410 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT.12(0)/10(0) Chords Tens Comp Chords Tens Comp Plate Type(s) WAVE VIEW Ver 17 02 02A 1213 21 A - B 0 -540 D - E 0 -1722 B-C 0 -1367 E -F 0 -1371 C-D 0 -1711 F-G 0 -539 0. 7os a SAT 0 w 1•04 V COA #0°Ai$ONA 0 08/30/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp P-O 1063 0 M -L 1717 0 O- N 1705 0 L- K 1658 0 N-M 1711 0 K -J 1066 0 i Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A- Q 0- 787 E- K 0 456 A- P 861 0 K- F 484 0 P- B 0- 829 F- J 0 837 B-O 483 0 J -G 857 0 O-C 0 -572 G - 1 0 738 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable Apply plates to each face oitruss and position as shown above and on the Join Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Build ingg Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the Mr co~ truss in conformance with ANSI TPI 1, or for handlinc shipping, installation and bracing of trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability Suite 150anduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI!TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbcindustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N364260B Ply 1 SEON 40346 / T49 / SY42 Cust: R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA1213MB/213TA1213TB/213SE ,02/,031 ,R/01 Oty 1 FROM JJP DrwNo 241 18 1505 22320 Truss Label: FT4A KM / DF 08/29/2018 56" 7' 1"12 11 1"1 1'6" „ 2 " "4 17'8 5,6„ 1'7"12'{' 4. 5-J"8 F if— 2,6" 1'5"4 + 1,4"8 tr3„12-I TYP) 3X6 1111 5X3 1 5X3 = 3X4 III 1 5X3 =1 5X3 . A B C D E F G H I T e e1 + T S R Q P 0 N M L K 15X3 =3X4 11115X3 1111.5X3 -3X4 III2X4 1112X4 11'1"8 3-7"4 14'8"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Std NA Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W T 609 / - / - / - / - / 7 2TCDL1000SpeedNAmphPfNACeNAVERT(LL) 0 069 C 999 360 BCLL 000 Enclosure NA Lu NA Cs NA VERT(TL) 0 151 C 999 240 N 815 / - / - / - / - / 3 5 BCDL 500 Category NA Snow Duration NA HORZ(LL) 0 017 B - - K 251 / 36 / - / - / - / 3 5 Des Ld 5500 EXP NA HORZ(TL) 0 026 B - - T Min Brg Width Req = 1 5 Code / Misc CriteriaNCBCLL1000 Mean Height NA ft TCDL' NA psf Creep Factor 2 0 N Min Brg Width Req = 1 5 Soffit. 200 BCDL. NA psf Bldg Code FBC 6th ed 201 Max TC CSI 0 511 K Min Br Width Re 1 5 rg i Load Duration 1.00 MWFRS Parallel Dist NA TPI Std 2014 Max BC CSI 0 715 Bearings K are a rigid surface Bearing T requires a seat plate. Spacing 24 0 " C&C Dist a NA ft Rep Factors Used Yes Max Web CSI 0 293 Loc from endwall NA FT/RT 12(0)/10(0) Members not listed have forces less than 375# I: NA GCpi NA Plate Type(s) Maximum Top Chord Forces Per Ply (Ibs) Wind Duration NA WAVE VIEW Ver. 17 02 02A 1213 21 Chords Tens Comp Chords Tens Comp Lumber A-B 0 -385 C-D 0 -972 Value Set 13B (Effective 6/1/2013) B - C 0 -891 D - E 0 -683 Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens Comp Chords Tens Comp Lumber value set 13B" uses design values approved 1/30/2013 by ALSC S - R 761 0 P - O 968 0 R -Q 974 0 O-N 413 0 Plating Notes Q - P 972 0 All plates are 3X3 except as noted Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens Comp Webs Tens Comp 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or A - T 0 -592 D - O 0 458 Gun nails (0 128"x3",min ) Strongback material togtlli t111nrtrrh 41'v/4, A - S 616 0 O - E 432 0 be supplied by erection contractor yiN • i S - B 0 -597 E - N 0 -697 Truss must be installed as shown with top chord up •••••.•.•• A y-,, , GE SF •. € i i Q. (UO 1S • o' SAT O F 08/30/2018 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 for of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable AppTy plates to each face oftrussand position as shown above and on the Joint -Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions ALPINE Alpine, a division of ITW BuildincLComponents Group Inc shall not be responsible for any deviation from this drawing,anV failure ANSI/TPI for handling, to build the µo, truss inconformancewith1, or shipping, installation and bracing of.trussesA seal on this drawing or cover page . , 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproressionarengineeringresponsibilitysolelyforthedes' n shown. The suitability this gnawingforisthetheBuildingDesigrferANSI/TPI 1 Sec.2. Suite 150 and useofanystructureresponsibilityofperFormore information see this ob's general notes page and these web sites ALPINE w al ineitw com. TPI ww t inst or , SBCA www sbundustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N364260B Ply 1 SEON 40347 / T28 / SY42 Cust R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MAt2l3MB1213TA/213TBt2l3SE ,02/,03/ ,R/01 Qty 1 FROM JJP DrwNo 241 18-1505 22118 Truss Label: FT5GE KM / DF 08/29/2018 17 12 17'12 17" —j— 1'4" —{ TYP) 14'8"12 13'1" 3 X4 III 3X3 1112X4 1112X4 1112X4 1112X4 1112X4 III 2X4 1112X4 A B C D E F G H I J K L 3X3 4 147 4 14'8"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF TCLL 4000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL 1000 Speed 150 mph Pf NA Ce NA VERT(LL) 0 001 B 999 360 Y' 446 / 32 / 31 /- /- / 175 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 003 B 999 240 Wind reactions based on MWFRS BCDL 500 Risk Category II Snow Duration NA HORZ(LL) -0 000 B - - Y Min Brg Width Reg = - Des Ld 5500 EXP C HORZ(TL) 0 000 B Bearing Y is a rigid surface Mean Height 15 00 NCBCLL 10 00 ItCode I Misc Criteria Creep Factor 2 0TCDL42psf Members not listed have forces less than 375# Soffit 2 00 BCDL 3 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 828 Load Duration 1 00 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 038 Maximum Gable Forces Per Ply (Ibs) PSpacing240C&C Dist a 3 00 ft Re Factors Used Yes Max Web CSI 0 141 Gables Tens Comp Gables Tens Comp Loc from endwall Any FT/RT 20(0)/10(0) X - B 100 -742 G - S 69 - 586 GCpi 0 18 Plate Type(s) C - W 69 - 544 H - R 69 - 587 Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 D - V 70 -596 I - Q 70 -583 Lumber E - U 69 -585 J - P 81 -603 F- T 69 -587 K-O 69 -516 Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 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 pfnlltflfUpgr„ BC. From 440 10 plf at 0 00 to lf at 0 00 to 440 10 plf at 14 60 ;Pl t r/ r1y' l; u•.,• Plating Notes3,v •a•GE S f • All plates are 1 5X3 except as noted Vri % • ; i Wind o. T08 1 Wind loads based on MWFRS with additional C&C member design Left cantilever is not exposed to wind S AT O - Additional Notes ; • 8 See ANSIrl-PI 1 Sect 7 for additional bracing ••• ,• requirements Bracing material to be supplied by ••••...,...••'' G` erection contractor Truss must be installed as shown with top chord up COA #0 A` 08/ 30/2018 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 BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3. B7 or B10, as applicable Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise kefer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,au, failure to build the µRWC0,,,,J,, truss in conformance with ANSIrI Pl 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawirfg or cover page .. 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofproTessionarengineeringresponsibilitysolelyforthedesignshown. The suitability anduseofthisdrawing, for any structure is fhe responsibility of the Building Desigrier per ANSUTPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbandust com, ICC www iccsafe org Orlando FL, 32837 Job Number: N364260B Ply 1 SEQN 40348 / T39 / SY42 Cusl R R8975 JRef 1 WdXB9750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/,03/ ,R/01 Qty 3 FROM JJP DrwNo 241 18 1505 22367 Truss Label: FT6 KM / DF 08/29/2018 5'6" 7'10" 4 14'5"12 56" + 2'4"4 + 67'8 t 2-6„ 1'3"12 TYP) 4X6 1 5X3 III 1.5X3 = 4X6 A B C D E F G T + SO T + Loading Criteria (psf) TCLL 4000 TCDL 1000 BCLL 000 BCDL 500 Des Ld 55 00 NCBCLL 1000 Soffit. 200 Load Duration 1 00 Spacing 24 0 " Wind Criteria Wind Stall NA Speed NA mph Enclosure NA Category NA EXP NA Mean Height NA ft TCDL NA psf BCDL NA psf MWFRS Parallel Dist NA C&C Dist a NA ft Loc from endwall NA I NA GCpi NA Wind Duration NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" 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 3-10d Box or Gun nails ( 0 128"x3",min ) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up 14'5" 12 Snow Criteria ( Pg,Pf in PSF) Defl/CSI Criteria Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Pf NA Ce NA VERT(LL) 0150 D 999 360 Lu NA Cs NA VERT(TL) 0 330 D 693 240 Snow Duration NA HORZ(LL) -0 023 G - - HORZ(TL) 0 037 G Code / Misc Criteria Creep Factor 2 0 Bldg Code. FBC 6th ed 201 Max TC CS] 0 884 TPI Std 2014 Max BC CSI 0 788 Rep Factors Used Yes Max Web CSI 0.400 FT/RT 12(0)/10(0) Plate Type( s), WAVE VIEW Ver 17 02.02A 1213 21 0. 7, 08 1 at SAT O A k, SPONAL COA # O4Lri$rt*w 08/30/ 2018 Maximum Reactions ( Ibs) Loc R / U /Rw /Rh /RL /W 0 789 /- /- /- /- / 7 2 H 789l- O Min Brg Width Reg = 1 5 H Min Brg Width Req = - Bearing 0 is a rigid surface Bearing O requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A- B 0- 527 D- E 0- 1660 B-C 0 -1339 E -F 0 -1339 C -D 0 -1665 F-G 0 -526 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp N- M 1038 0 K- J 1594 0 M -L 1661 0 1-1 1049 0 L - K 1665 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A- O 0- 773 E- J 0 390 A- N 841 0 J- F 460 0 N-B 0 -811 F - 1 0 B31 B- M 479 0 1- G 838 0 M- C 0- 585 G- H 1 0 763 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) (o'r safety practices prior to performing these functions Installers shall provide temporary bracing perBCSIUnlessnotedoyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro Pr attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 as applicable Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise Defer to A LP I N E drawings 160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the i, Coy µ, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page. . 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproTessionaJengineeringresponsibilitysolelyforthedesinshown. The suiCability Suite 150 and useofthisyawingforanystructureisaresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al meaw corn, TPI www t mst or , SBCA www sbandust corn, ICC www iccsafe org Orlando FL, 32837 Job Number: N364260B Ply 1 SEQN 40349 / T15 / SY42 Cust RR8975 JRef 1WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/.03/ ,R/01 Qty 1 FROM JJP DrwNo 241 18 1505 23131 Truss Label: FT7 KM / OF 08/29/2018 56" 7'10"4 14'5"12 1 p'8 1'3"12 F t^ 2'6" TYP) 3X6 1 5X3 III 1 5X3 3X6 A B C D E F G T 1 + O N M L K J I H 15X3 =3X4 1111.5X3 1113X4 1112X4 III2X4 6'1" 84"1 2 14'5"12 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Sid NA Fig NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL I W O 620 / - / - / - / - / 7 2TCDL1000SpeedNAmphPfNACeNAVERT(LL) 0 141 D 692 360 BCLL 000 Enclosure NA Lu NA Cs NA VERT(TL) 0 315 D 428 240 L 288 / - / - / - / - / 8 0 BCDL 500 Category NA Snow Duration NA HORZ(LL) -0 023 G - - H 671 Des Ld 55 00 EXP NA HORZ TL 0 037 G O Min Br Width Re 1 5gq Misc CriteriaNCBCLL1000 Mean Height NA It Creep Factor 2 0 L Min Big Width Reg = 1 5 Soffit 2 00 TCDL NA psf BCDL NA sfP Bldg Code: FBC sth ed 201 Max TC CSI 0 747 H Min Br Width Reg q i Load Duration 1 00 MWFRS Parallel Dist NA TPI Std 2014 Max BC CSI 0 798 Bearings O & L are a rigid surface Bearings O & L require a seat plate Spacing 24 0 " C&C Dist a NA ft Rep Factors Used Yes Max Web CSI 0 324 Loc from endwall NA FT/RT 12(0)/10(0) Members not listed have forces less than 375# 1 NA GCpi NA Plate Type(s) Maximum Top Chord Forces Per Ply (Ibs) Wind Duration NA WAVE VIEW Ver 17 02 02A 1213 21 Chords Tens Comp Chords Tens Comp Lumber A-B 0 -387 D -E 0 -1115 Value Set 13B (Effective 6/1/2013) B - C 0 -941 E - F Y 0 -1063 Top chord 4x2 SP #1 C - D 0 -1117 F - G 0 - 427 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens Comp Chords Tens Comp approved 1/30/2013 by ALSC N-M 759 0 K-J 1190 0 Plating Notes M- L 1122 0 J- 1 859 0 All plates are 3X3 except as noted L - K 2233 0 Additional Notes Maximum Web Forces Per Ply (Ibs) 2x6 #3 HEM -FIR or better continuous strongback Webs -Tens Comp. Webs Tens Comp. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min ). Strongback material to A - O 0 -605 M - C 143 - 502 A N 618 0 F 1besuppliedbyerectioncontractori, yQ. 0 - 687 Truss must be installed as shown with top chord up. k N- B 0- 590 1- G 681 0 V`Y .••••• E% •. ter. B-M 407 -29 G -H 0 -641 I 7 f 08 1 a :, S AT O A s• tk' y14 Qv NACOA4042"1;z VA0y01 08/30/2018 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 BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have attached structural sheathing and bottom chord shall have aproperly propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW Build incctt Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the u mN co vu truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawi g or cover page, . 2400 Lake Orange Orlistingthisdrawingindicatesacceptanceofpro) essiona engineering responsibilitty solely for the design shown. and use of thisdrawing, for any structure is the responsibility of the Building Desigrier ANSI/TPI 1 Sec.2. The suitability Suite 150per Far more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbcindustry com, ICC wow iccsafe org Orlando FL, 32837 Job Number: N364260B Ply 1 SEQN 40350 / T30 / SY42 Cust R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA1213TB/213SE ,02/,03/ ,R/01 Qty 2 FROM JJP DrwNo 241 18 1505 22149 Truss Label: FT8 KM / DF 08/29/2018 5'6" p 5'6" r 2,6„ - TYP) 3X4 1 5X3 A B ri m S R 1 5X3 Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Sid NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA EXP NA Des Ld 5500DDes 00 Mean Height NA ft TCDL NA psf Soffit 200 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing 24 0 " C&C Dist a NA ft Loc from endwall NA I NA GCpi NA Wind Duration NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min ) Strong back material to be supplied by erection contractor This truss spaced @ 24 0" oc supports additional concentrated load at right end from 9.00' stud wall 13 75 PSF) supporting 0-0-0 roof spans with 0-0-0 overhang Roof load 20 00 psf LL and 7 00 psf DL Truss must be installed as shown with top chord up 7-1"12 11' 1"12 1 L2tt9" 1217"8 17"12 f— 1'5"4 —}— 1'4"8 —{ 1i3"12- j 1111 5X3 3X4 =06 11115X3 =3X4 C D E F GH I IMP 11'3"4 3'2" -{ 14'S"4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT. NA PP Deflection in loc Udell U# Loc R I U / Rw / Rh / RL W Pf: NA Ce NA VERT(LL): 0 080 J 504 360 S 523 / - I - / - / - 7 2 Lu NA Cs NA VERT(TL)- 0 214 J 324 240 M 1340 / - I - / - / - 3 5 Snow Duration: NA HORZ(LL) 0 025 1 - - S Min Brg Width Req = 1 5 HORZ(TL) 0 045 1 M Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor 2 0 Bearings S & M are a rigid surface Bldg Code FBC 6th ed 201 Max TC CSI 0 886 Bearing S requires a seat plate TPI Std 2014 Max BC CSI 0 901 Rep Factors Used. Yes Max Web CSI 0 396 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Chords Tens Comp Chords Tens Comp Plate Type(s)- WAVE VIEW Ver 17 02 02A 1213 21 B - C 80 -681 E - F 920 0 C- D 248 - 640 F- G 383 0 D - E 510 - 230 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp R - Q 627 - 4 O - N 632 - 256 Q - P 647 - 242 N - M 34 - 711 P - 0 640 - 248 M - L 0 - 868 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A- S 0- 504 E- M 0 - 834 A- R 505 0 M- F 0 - 687 ytittllrtritulfffl ni i R- B 10 -494 F- L D- N 0- 731 K- 1 749 0 0 523 h"M H. %r _ r.- N - E 609 0 08/30/2018 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 BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have brawnq installed per BCSI sections B3, B7 or B10, as applicable Apply plates to each face of truss and position as shown above and on the Join -Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Buildingg Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 240o Lake Orange Drlistingthisdrawingindicatesacceptanceofpro) essionar engineering responsibility solely for the design shown. The su,Pabilityanduseofthisgnawingforanystructureispro) responsibility of the Building Designer per ANSI(TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www al meitw com, TPI www t inst or , SBCA www sbondustry coin, ICC www imsafe org Orlando FL, 32837 Job Number. N364260B Ply 1 SEQN 40351 / T36 / SY42 Cusl RR8975 JRef 1WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TBI213SE ,02/,03/ ,R/01 Qty 1 FROM JJP DrwNa 241 18 1505 22569 Truss Label, FT9 KM / DF 08/29/2018 5'6" 7'6" 103" 12'4" 8 14' 5'6" 2' 29'. 2'1" 8 1'7"8 T m l f l- 2'6° -I TYP) 3X6 1 5X3 A B P O 15X3 =3X4 1112X4 Loading Criteria (psi) Wind Criteria TCLL 4000 Wind Std NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA Des Ld 5500 EXP NA Mean Height NA ft NCBCLL 10 00 TCDL NA psf Soffit 200 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing 24 0 " C&C Dist a NA ft Loc from endwall NA I NA GCpi NA Wind Duration NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0 128" x3",min ) Strongback material to 1'3"1 1" 11115X3 =4X4 11115X3 11115X3 =3X4 C D E F G H 11 11115X3 '4X4 I I J 1112X4 T117 j 27'11 3'4"15 14' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc UdeflTU# Loc R / U / Rw / Rh / RL / W P 610 /- /- /- /- / 7 2PfNACeNAVERT(LL) 0 095 M 913 360 Lu NA Cs NA VERT(TL) 0 192 M 640 240 L 165 / 228 / - / - ! - / 11 3 Snow Duration NA HORZ(LL) 0 024 B - - K 682 / - l - I - I - / 11 3 HORZ(TL) 0 035 B Creep Factor 2 0 1 304- P Min Brg Width Reg = 1 5Code / Misc Criteria Bldg Code FBC 6th ed 201 Max TC CSI 0 561 L Min Brg Width Reg = 1 5 TPI Std 2014 Max BC CSI 0 722 K Min Brg Width Req = 1 5 Rep Factors Used Yes Max Web CSI 0 341 I Min Brg Width Reg = - Bearings P, L, & K are a rigid surface FT/RT 12(0)/10(0) Bearings P, L, & K require a seat plate Plate Type(s) VIEW Ver 17 02 02A 1213 21WAVE Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A- B 0- 386 C- D 0 - 952 B-C 0 -892 D-E 0 -942 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp O- N 765 0 M- L 952 0 N-M 955 0 L -K 575 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A -P 0 -592 L -E 715 0 be supplied by erection contractor •"" A - O 617 0 Negative reaction(s) of -228# MAX from a non -wind tp • • k k Ji, O - B 0 -601 load See Maximum E - K 0 -642 E••'•+., case requires uplift connection Reactions •' rj his % Truss must be installed as shown with top chord up 3 :•' ,= o. 708 1 SAT O rf 8/ANAL p+bta+ir 08/30/2018 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, handlln shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly attached rl Id ceilingLocations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, Details, as applicable Appy Oates to each face ofptruss and position as shown above and on the Joint unless noted otherwise Refer to drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW Buildmg Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build thetrussinconformancewithANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , • listing this drawing, indicates acceptance of roTesstonar engineering responsibility solely for the design shown. The suiTability nwu cc~ 2400 Lake Orange Dr and use of this a awing for any structure is ghe responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this Job's general notes page and these web sites ALPINE alpineitw com, TPI wow 1pinsl org, SBCA www sbandustry corn, ICC www iccsafe org Orlando FL, 32837 Job Number: N364260B Ply 1 SEQN 40352 / T45 / SY42 Cust R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA1213TB/213SE ,02/,03/ ,R/01 Qty 1 FROM JJP DrwNo 241 18 1505 23084 Truss Label: FT10 KM / DF 08/29/2018 5'6" 7'6" 10'4"8 12'3" 1" 5'6" 2' 2'10"8 1'10"8 1'9" p g 1'3"12 1'3"12 TYP) 4X4 15X3 11115X3 11115X3 =3X6 A B C D E F G H T m Q P 0 N M L K J I 1 5X3 III 1 5X3 III 1 5X3 3X4 III2X4 8'11"4 60"12 14' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL '40 00 Wind Std NA Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Q 546 I - l - I - l - l 7 2TCDL1000SpeedNAmphPfNACeNAVERT(LL) 0 132 C 771 360 BCLL 000 Enclosure NA Lu NA Cs NA VERT(TL) 0 253 C 531 240 L 616 / - I - / - / - / 8 0 BCDL 500 Category NA Snow Duration NA HORZ(LL) 0 037 B - - 1 377 Des Ld 55 00 EXP NA HORZ(TL 0 055 B Width Re 1 5QMinBigq Code / Misc CriteriaNCBCLL1000 Mean Hei ht NA ftg TCDL NA psf Creep Factor 2 0 L Min Brg Width Reg = 1 5 Soffit 200 BCDL psfsf Bldg Code FBC 6th ed 201 Max TC CSI 0 928 I Min Br Width Reg q i Load Duration 1 00 MWFRS Parallel Dist NA TPI Std 2014 Max BC CSI 0 975 Bearings Q & L are a rigid surface Bearings Q & L require a seat plate Spacing 24 0 " C&C Dist a NA ft Rep Factors Used Yes Max Web CSI 0 255 Loc from endwall NA FT/RT 12(0)/10(0) Members not listed have forces less than 375# 1 NA GCpi NA Plate Type(s) Maximum Top Chord Forces Per Ply (Ibs) Wind Duration NA WAVE VIEW Ver. 17 02 02A 1213 21 Chords Tens Comp Chords Tens Comp Lumber B- C 0 -734 C- D 0 -701 Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 42 SP #2 N Chords Tens Comp Chords Tens Comp Webs 4x2 SP #3 Lumber value set " 1313" uses design values P - 0 666 0 N - M 701 0 approved 1/30/2013 by ALSC O - N 708 0 M - L 694 0 Plating Notes Maximum Web Forces Per Ply (Ibs) All plates are 3X3 except as noted Webs Tens Comp Webs Tens Comp Additional Notes A- Q 0 -527 D- L 0 -686 2x6 #3 HEM -FIR or better continuous strongback A- P 535 0 J- H 447 0pAttachtoeachtrusswhereshownwith3-10d Box or g 0 - 526 H - I 0 - 380 Gun nails (0.128"x3",min ). Strongback material toy ttnitllµfrUr be supplied by erection contractor do Truss must be installed as shown with top chord up . 10.•... vE , 34!2 : 0.708 1 SAT O TONALCOA 10,111 08/30/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handlingshipping, installing and bracing Refer to and follow the latest edition Component Information, TPI r functions of BCSI (Building Safety by and SBCA) safety practices prior to performing these Installers shall provide bracing per BCSI. Unless noted otherwise,top chord shall have attached structural sheathing and bottom chord shall temporary have aproperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections Details, properlyB3, B7 or 910, as applicable Apply plates to each face of truss and position as shown above and on the Joint unless noted otherwise Defer to drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW Build inl Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µr Co, w,N, truss in conformance with ANSI PI 1, or for handllnp, shipping, installation and bracing of.trussesA seal on this drawing or listing this drawing indicates acceptance of pro essiona. engineering responsibility solely for the design shown. cover page, , 2400 Lake Orange DrThesuiTabllltySuite150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw corn, TPI w t inst or , SBCA www sbandustry corn, ICC w iccsafe org Orlando FL, 32837 Job Number: N364260B Ply 1 SEON 40353 / T34 / SY42 Cust R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/,03/ ,R/01 Qty 1 FROM JRH DrwNo 241 18 1505 22147 Truss Label: FT11 KM / OF 08/29/2018 8 8 56.. 7.8,. 91 5'6" 2' 116" 1'10"8 2.6.. 1'4"8 TYP) 4X4 = 3X4('- L3X615X3 =3X3 =3X3 =3X3 1113X6 A B C D E F G H T 1• T m 1 5 1 P 0 N M L K J I 15X3 =3X3 =3X3 IH15X3 11115X3 _3X3 1113X4 III 15X3 II2X4 8'11"4 27"12 11'7" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Std NA Fig NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W p 569 / - I - l - I - / 7 2TCDL1000SpeedNAmphPfNACeNAVERT(LL) 0 112 C 911 360 BCLL 000 Enclosure NA Lu NA Cs NA VERT(TL) 0 216 C 644 240 K 365 I - I - l - l - / 8 0 BCDL 500 Category NA Snow Duration NA HORZ(LL) 0 030 B - - G 411 I - ! - / - / - / 3 0 Des Ld 5500 EXP NA HORZ(TL) 0 043 B - - P Min Brg Width Req = 1 5 Code / Misc CriteriaNCBCLL1000 Mean Height NA ft Creep Factor 2 0 K Min Brg Width Req = 1 5 Soffit 2 00 TCDL NA psf BCDL NA psf Bldg Code FBC 6th ed 201 Max TC CSI 0 767 G Min Br Width Re 1 5eq = Load Duration 1 00 MWFRS Parallel Dist NA TPI Std 2014 Max BC CSI 0 871 Bearings P. K; r G are a neat surface Bearings P & K require a seat plate Spacing 24 0 " C&C Dist a NA ft Rep Factors Used Yes Max Web CSI 0 269 Loc from endwall NA FT/RT 12(0)/10(0) Members not lasted have forces less than 375# 1 NA GCpi NA Plate Type(s) Maximum Top Chord Forces Per Ply (Ibs) Wind Duration NA WAVE VIEW Ver 17 02 02A 1213 21 Chords Tens Comp Chords Tens Comp Lumber B- C 0 -790 E- F 0 -404 Value Set 13B (Effective 6/1/2013) C - D 0 -793 F - G 0 -377 Top chord 4x2 SP #2 N D - E 0 -403 Bat chord 4x2 SP #2 N Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set " 13B" uses design values Chords Tens Comp Chords Tens Comp approved 1/30/2013 by ALSC O-N 701 0 L -K 785 0 Plating Notes N- M 798 0 K- J 392 0 1 plate(s) require special positioning Refer to M - L 793 0 scaled plate plot details for special positioning requirements Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens Comp Webs Tens. Comp. 2x6 #3 HEM -FIR or better continuous strop back Attach A - P 0 -550 D - K 0 -676 A - O 564 0 J - G 562 0toeachtrusswhereshownwith3-10d Box or fltttt nf(lturtril'' 11a4 Gun nails (0 128"x3",man ). Strongback material to i. 1 1. 4,y O - B 0 -552 ip} 1` be supplied by erection contractor ``..•••••.•• yz Truss must be installed as shown with top chord up v . G E S yi .4t • ' o.708 1 _ o SAT O : Q A LCOA4N 08/30/2018 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, handlan shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have attached structural sheathing and bottom chord shall have aproperly attached rived ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections propperly B3, B7 or 910, as applicable Apply plates to each face of truss and position as shown above and on the Joint9Detalls, unless noted otherwise Refer to drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW Build I ncL Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the u+nw PM truss in conformance with ANSI/TPI 1, or for handling, s ippinq, installation and bracing of,trussesA seal on this drawing or cover listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. anduseofthisdrawing, for any structure is fhe responsibility of the Building Deslgrfer ANSI/TPI 1 Sec.2.150 page Ability2400Lake Orange Dr ThesuiabilitySuiteLake per For more information see thisjob's general notes page and these web sites ALPINE www al ineaw com, TPI www t inst or , SBCA www sticindustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N364260B Ply 1 SEQN 40354 / T31 / SY42 Cust R R8975 JRef 1 WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TBI213SE ,02/,03/ ,R/01 Oty 1 FROM JRH DrwNo 241 18 1505 22101 Truss Label: FT12 KM / DF 08/29/2018 2'10" qH'2" 6" 10" 8H'2" 1'8 1"8 6 8 1'gg '8 1'10"8 28„8 4'01 5'4"8 6,8"8 8'0"8 18'10' 9'8" 1 ,2„8 i 8-I F e s-I 8-I 88 g4 T 1 1 i3"12 - 4X4 3X4( 113X6 1113X6 A B C D E F G H I J K Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 4000 Wind Std ASCE 7-10 Pg NA Ct NA CAT. NA PP Deflection in loc L/defl L/# TCDL 10.00 Speed 150 mph Pf NA Ce NA VERT(LL) 0 022 1 999 360 BCLL' 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 076 1 664 240 BCDL 500 Risk Category 11 Snow Duration NA HORZ(LL) -0 006 J - - Des Ld 55.00 EXP C Mean Height 15 00 ItCode HORZ(TL) 0 011 J NCBCLL 10 00 TCDL 4 2 psf I Misc Criteria Creep Factor 2 0 Soffit 2 00 BCDL 3 0 psf Bldg Code FBC 6th ed 201 Max TC CSI: 0 721 Load Duration 1 00 MWFRS Parallel Dist h/2 to h TPI Sid 2014 Max BC CSI 0 492 Spacing 24.0 " C&C Dist a 3 00 it Rep Factors Used: Yes Max Web CSI 0 124 Loc from endwall not in 72 00 It FT/RT 12(0)/10(0) GCpi 0 18 Plate Type(s) VIEW Ver 17 02 02A 1213 21WindDuration1.60 WAVE Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1 00 / Plate Dur Fac =1 00) TC From 380 plf at 0.00 to 380 plf at 11 46 BC From 10 pIf at 0 00 to 10 plf at 11 08 TC 235 lb Conc Load at 11 46 Plating Notes All plates are 1 5X3 except as noted 1 plate(s) require special positioning Refer to scaled plate plot details for special positioning requirements Wind Wind loads based on MWFRS Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min ) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up 08/30/2018 T 1 Maximum Reactions (Ibs), or'=PLF Loc R- /U /Rw /Rh /RL /W U' 422 /34 /49 /- /- /ill J 790 /48 /200 /- /- /30 Wind reactions based on MWFRS U Min Brg Width Req = - J Min Brg Width Req = 1 5 Bearings U & J are a rigid surface Bearing U requires a seat plate Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp T - B 78 - 499 E - Q 51 - 504 C - S 73 - 512 F - P 53 - 530 D-R 51 -517 N -H 84 -525 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or p 10asapplicable. Apply plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,anvy failure to build the truss in conformance with ANSI/TPIPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawirSg or cover page . . listing this drawing indicates acceptance of proTessionar engineering responsibilitty solely for the design shown. The sui ability and use of this r]awing for any structure is the responsibility of the Building Desigrier per ANSIITPI 1 Sec.2. ALPINE0 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N364260B Ply 1 SEQN 40355 / T48 / SY42 Cust RR8975 JRef 1WdX89750103 TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/'03/ ,R/01 Qty 7 FROM JJP DrwNo 241 18 1505 22413 Truss Label: FT13 KID / WHK 08/29/2018 Loading Criteria (psf) TCLL 4000 TCDL 1000 BCLL 000 BCDL 500 Des Ld 5500 NCBCLL 1000 Soffit 200 Load Duration 1 00 Spacing 24 0 " T T 1 5'6" 11 7-1"4 + 117'12 5'6" 17 4 4'1"8 2,6„ TYP) 3X6 =3X3 1 5X3 = 3X3 = 3X3 III 1.5X3 _-3X3 =1 5X3 A B C D E F N M L K J I H 1VA ='W'] 11111 GV12 ='3v'1 1 5X3 1112X4 Wind Criteria Wind Std NA Speed NA mph Enclosure NA Category NA EXP NA Mean Height NA ft TCDL NA psf BCDL NA psf MWFRS Parallel Dist NA C&C Dist a NA ft Loc from endwall NA I NA GCpi NA Wind Duration- NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set '13B" uses design values approved 1/30/2013 by ALSC Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0 128"x3",min ) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up IIILA4 11'2"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf NA Ce NA VERT(LL): 0 071 C 999 360 N 611 / - I - / - /_ 7 2 Lu NA Cs NA VERT(TL) 0 153 C 999 240 H 598 / - I - I - 1- l 3 5 Snow Duration NA HORZ(LL) 0 018 B - - N Min Brg Width Reg = 1 5 HORZ(TL) 0 029 B H Min Brg Width Reg = 1 5 Code / Misc Criteria Creep Factor 2 0 Bearings N & H are a rigid surface Bldg Code FBC 6th ed 201 Max TC CSI 0 547 Bearing N requires a seat plate TPI Std 2014 Max BC CSI 0 721 Rep Factors Used Yes Max Web CSI 0 294 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Chords Tens Comp Chords Tens Comp Plate Type(s) WAVE VIEW Ver 17 02 02A 1213 21 A - B 0 -387 C - D 0 -973 B- C 0- 895 D- E 0 - 966 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp M -L 764 0 K-J 973 0 L- K 975 0 J- 1 755 0 Er o. 708 1 a's, SAT 0 • COA a ONAL 08/30/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A- N 0- 593 E- 1 0 - 605 A-M 617 0 1 - F 595 0 M- B 0- 600 F- H 0 - 549 J - E 422 0 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7 SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pper y attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B10, as applicable AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawtno any failure to build the iwm Cc Pu truss in conformance with ANSIr PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this dr wing or cover page , , 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofprofessionalengineeringresponsibilitysolelyforthedesignshown. The suitability anduseofthisdrawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more i formation see this ob's general notes page and these web sites ALPINE www al ineltw corn, TPI www t inst or , SBCA www sbondustry corn, ICC www iccsafe org Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 moh Wind SDeed, 15' Mean Height. Partlally Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing I Species I Grade No Braces 1) Sx4 'L' Brace 1) 2x4 'L' Brace Is 2) 2x4 'L' Brace S) 2x6 'L' Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' V 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' U SrPr HF 3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' t 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Q Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 111 9' 6' 10' 4' 111 1' 14' 0' 14' 0' QJ 1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' J 11 S P 2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' v D P L 3 3' 9- 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' ill e' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' U 1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10, 7' ill 0' 13' 11' 14' 0' 14' 0' 14' 0' U S P P u r 3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10' 13, 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10' 13, 9' 14' 0' 14' 0' 14' 0' Qj O I r Standard 4' 2' 6' V 6' 5' 8' 1' 8' 8' 10' 5' 10, 10' 12' 8' 13' 7' 14' 0' 14' 0' 1 4' 7- 7' 7- 7' 11' 9' 0' 9' 4' 10, 8' I1' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P 2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' I1' 0' 13' 11' 14' 0' 14' 0' 14' 0' QJ D P L 3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 1 10' 2' 10, 10' I1' 10, 12' 7' 14' 0' 14' 0' 1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' d S P fr 3 4' 7' 8' 2- 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' U LJ P Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14, 0' 14, 0' 14' 0' 14' 0' X O l Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1 5' 1' 8' 5- 8' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' D P L 3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stnndnrd 4' 7' 6' 6' 6' 11' 6' 8' 7 3' I1' 6' 12' 0' 13' 7' 14' 0' 14' 0- 14' 0' Diagonal brace option, vertical length may be doubled when diagonal brace Is used. Connect diagonal brace for 600N at each end. Max web total length Is 14'. Vertical length shown In table above. 2x6 DF-L N2 or better dingom.i. brace, single or double cut as shown) at upper end. aymmAbout, T 18'+ race L I I It T I 8' 3E I Lu 1 Connect dlagonoT at midpoint of vertical web. I ' ' ' V Refer to chart -bl WARI@Kilm READ AND FOLLOW ALL NaTES I3N THIS MAVM DFMTANT.. FL06M TICS DRAVIM M ALL CW111ACTORS DIILUDING THE INSTALL-f Trusses require extreme core In fabricathg, Mndhp shipping, InstalUrp and tracing. RefQ to follow the latest edition of RCSI (Rullding Conponernt Safety Information, by TPI and SKA) f practices prior to performing these fnwxtlons Installers sMll provide tenpornry tracing 7f lMdess notvd otherwise, top chord shot have properly attached structural sheathing and Is !on sMll Mve • propery nttachetl rigid cell Locations shown for p.—..nt lateral rostra of 11111 d F1 37 or R[o, as unless no Applr p4tes to y installed per RCSI seed on theshaaMveandposh, Re truss and posHlon ns sMwn shove aM on tM Joint Details, unless rated otherwise. d Refer to d—I gs 160A-Z for standard piste positions. Alphe, a dlAslon of ITV luldbg Components Group Inc. shall rot be responsible for any devla AN nWODMPANY this drawing, my falure to build the truss In conformance with ANSI/TPI 1, or For handling, shi Installation t bracing of trusses. A seal on this drawing — cover pa dlistingthisdrawing. indicates eeaeptsnee of professk.W 13723\ Rnverpon\ Dnve ernph - a respo.Tityy solely for the design shown MTsutta6llty and use of this "'.1i SW \ 200 for arty structr Is Z. responsiiity of the Irking Design per ANSI/TPI l Sec2 Maryland\ Heights,\MO\63043 For more Inf—..tlon see this Job's gener.l at gpape and these weh sites ALPINE- —. lpineltwaam) TPI- .—Api.st-0i S CM .vshdndustr sang ICG ...Jcesafe.org 1 S AT O S/ ONAI..ENG,t , Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hen -Fir N1 / N2 Standard N2 Stud N3 Stud N3 Standard Douglas Flr-Larch Southern Pinew N3 # 3 Stud Stud Stnndnrd Standard Group BI Hem - Fir N1 L Btr N1 Douglas Fir -Larch Southern Pine.w III, I Nl 2 i Ix4 Braces shall be SRB (Stress -Rated Board). For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values maybe used with these grades. Goble Truss Detall Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach ' L' braces with IOd (0.128'x3.0' min) nails. KE For (1) 'L' bracer space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. K) KFor (2) 'L' braces- space nails at 3' o.c. In IS' end zones and 6' o.c. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Length Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail, No Slice Less than 4' 0' 2%3 Greater than 4 MAX. TOT, LD, 60 PSF MAX. SPACING 24.0' REF ASCE7-10-GAB16015 DATE 10/01/14 DR W G A16015ENC101014 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or: 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Helght, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical pacing I Species I Grade No Braces 1) Ix4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace an Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' U S P F 3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' u Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' O I Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' B. 10' 4' 13' 1' 14' 0' 1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' j S P 2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' e' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' U IDFL 3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U_ 1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 1 13' 3' 13, 9' 14' 0' 14' 0' S P F 3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 1 13' 1' 13' 7' 14' 0' 14' 0' LJ u r Stud 4' 0' 6' 7' 7' 0' B' 4' 8' 8' 9' 1l' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' QJ O I r Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12' 8' 14' 0' 14' 0' 1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P 2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' 3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' 0J D F L Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 1 9' 5' 10' 2' 11' 0' Il' 9' 14' 0' 14' 0' d lJ S P F u F 1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O l Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X 1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14, 0' d S P 2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' Ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' c 3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' Ll' 0' I1' 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 1 6' 10' 7' 3' 9' 1- 9' 7' 1 11' 0' 1 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' V 6' 5' 8' 1' 8' 7' 10' 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' ymmAbout: able Truss Diagonal brace optlon- vertical length may be T doubled when diagonal e 18, K brace Is used. Connect L I diagonal brace for 690N L, Iateachend. Max web Brace total length Is 14'. I( K 2x6 DF-L N2 or better diagonal T— tlllT 1 IlllfVerticallengthshownbracersingle8, K In table above. 45 or double cut 11Lasshown) (it 1 a upper end. I swle -e Connect dldganQr at midpoint of vertical web. Refer to chart ove "or m x gable ver lc k er VARNI Wolfs READ AND FOLLOW ALL N13TES ON THIS DRAWING DPMTANT-- FIRNM THIS BRAVING TO ALL COINTRACTORS INCLUDING TIE INSTALLERS.= tj0, Trusses requho extreme care in fabrlcating, handirq, shipping, Install:rq and bracing. R.F. to mdw folio. the :.test er4tlon of NCSI (NuNding Conponent S.fety Inforriation, by TPI old SNU) f M;Y• i practres prior to perforning theca functions. Installers shall provide temporary bracing — RCTL Unless %t.d top have hNp bw &.4 es otheretw, chord shalt prop.4y att.eh.d st,wt—.1 sh— and shall have a properly attached rigid calling. Locations shown for pernonent later&( restraint f ebs S ATI o shall have bracYq Installed per 3 SI ectlons 33, N7 or NIB, as applicable, Apply ptat.s to ea 4a V 11 FL of truss and position its shown above and — the Joint Detals, uMess rated oth-alse. R.Fer to druwYgs I6M-Z for stonal-d plot. positions. i e a 11 A14 rrw PANY Alpine, a division of ITV Nutding [opponents Group Inc. shot( rot be responsible for any dvl.tJUrWN•• this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for Mndling, shlppin installation L bratlng of trusses. r ••. •e `` ! ewrnr•••- • p A seal on this erasingng or cov.page lireing this drawing, Indicates acceptance of profassland GN 13723\ Riverport\ Drive Sude\ rn0a'nwwr'a responslYlty solely for the design shown The suitability and use of this draeYg for any structure Is the responsibility of the "ding Designer per ANSI/TPI 1 Sec.?_ f40 A Y " fit\ 200 Maryland\ Heights,\ MO\ 63043 For Wore Informstbn see this Job's notes " these eh sites- 0\ 11fH N11M11Mg.—r.l page ALPINE www.alpinsItw.conl T h www.tpinstnrgi SNCA, www.sMdrWustry—vi ICG •wwkcsafearg rr)A H W',7M) 019 Bracing Group Species and Grades - Group AI S ruce-Pine-Fir Hem -Fir N1 / N2 Standard #2 Stud N3 Stud N3 Standard Dou las Fir -Larch Southern Pine 12 3 Stud Stud Standard Standard Group BI Hem-Flr NI L Btr NI Dou (as Flr-Larch Southern Pine Nl Nl N2 N2 Ix4 Braces shall be SRB (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Goble Truss Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' nIn) nails. K For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. 1()1(For (2) 'L' braces- space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minlnum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len tin No S lice Less than 4' 0' 2%4 Greater than 4' 0', but 4%4 less than 12' 0' Refer to common truss design for P:, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detall, REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 AX. TOT, LD, 60 PSF AX. SPACING 24.0' T' Reinforcing Member Gable Truss Gable Detail For Let -in Verticals s Plate pproprlate Alpine gable detall for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of lopped plates to span the web. e, 2* 2X4 2X8 rrovlae conneczlons for uptlti specltlea on cne englneerea truss aeslgn. Attach each 'T' reinforcing member with End Driven NDILs1 Lod Common (0,148'x 3.',min) Nails at 4' o.c. plus 4) malls In the top and bottom chords. Toenalled Nails - Lod Common (0.14B'x3',min) Toenails at 4' o,c, plus 4) toenails In the top and botton chords. This detail to be used with the appropriate Alpine gable detall for ASCE wind load, ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detall Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENCIOIO14, A20015ENCI01014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENCI01014, A20030ENC101014, A20030END101014, A20030PEDIOIO14 S11515ENC100815, S12015ENC100815, S14015ENC100815 jWk§Q0815, S18015ENC100815, S20015ENC100815, S20015END1 00k5j? E ft S11530ENC100815, S12030ENCI00815, S14030E 46030ENC1 RS18030ENC100815, S20030ENC100815, S200 e See appropriate Alpine gable detall for max ai 14 lL o T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End -mall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical Length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. elo Length Increase w/ 'T' Brace Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP S3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' T' Relnf. Mbr. Size T' Increase 2x4 30 2x6 20 DRAVDQe.n eT„NT- Fly SREADDwl,f u GF°M ALL' CUNTMTD UDING T W nrsTAL LM , y. ? REF LET -IN V E R T Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Ref ii[.i;l DATE 10/O1/14followthetat* sL edition of SCSI Ousdng CorponmY Safety Information, by TPI and SPCA) f safer` practices prior to performing these functions. Installers shall provide temporary bracing •CSL unless rated otherwise, top chord shall have property attached structural sheathirnp and bo on gd SAT l DRWG GBLLETIN1014we [hall have a properly attached rigid ceiling. Locations shown for parmanent lateral restrain No t' shall have bracing Installed per NCSI sections 33, g7 or 110, as applicable. Apply plot•[ to eaQ, [ • V dII IUJ of truss and position nil shown above and on the ions. Detnls, unless rated otherwise. ae •' s`(f fi L_ r ReFer to drowNps 160A-z for standard plate positions. aa• + ea Gam`' Alplrx, a division of ITV Building Components Group Inc. shall not be responsible for any drvtat r•/•ea a.,wa••• AN 1TWCOMPANY this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, u(OIYA4 N MAX. T T, LD, 60 PSFInstallationabracingoftrusses. A seat on this drooling or cover page listing this drawn g, indicates acceptance of professional off ease 13723\Riverporl\Drive •^DIn••rl^a rrspansiblUty sdely far' the design shown Th. sultabuty and use of this drawYng ip1Ml DUR, FAC, ANY for .ny sauce,.. Is rrspon llroy of the "dhg Die tgner per ANSI/TPI I Seca / 018sude\zoo A Maryland\Heights,\MO\63043 For Harr Information see this Job's pmeral ww.ss page and thew rein Jccce MAX, SPACING 24,0' ALPINE vw.alphrl<w,coni TPG rrr.tpinst.orpi SICM vrsbclnductr .orp1 ILG rwdcccnFr.org a Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Dirt 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 rt 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or- 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Ispecies I Grade No Braces 1) 1x4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace No Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' S P F 3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' O H F Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Standard 3' 2' 4' 11' 5' 3' 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13' 0' 1 3' 6' 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3' J S P 2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 1 11' 0' 12' 7' 13' 1- Cu D F L Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' e' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0' U U S P F H F 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 8' 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' S P 1 2 3 D F L Stud Standard d U S P F H F 1 / #2 4' 7' 7' 7' 0' 4' 3 4' 7, 1' 7 4 4 Stud 4' 0' 7' 1' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' N14' Standard 4' 0' 7' 0' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 4' 0' X 1 4' S' 7' 4' 7' 7' 8' 8' 9' 0' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' d S P 2 4' 3' 7' 3' 7' 6' 8' 6' 8' 10' 10' 2' 10' 7' 13' 5' 13' 1' 14' 0'# 3 4' 2' 7' 2' 7' 5' 8' 8' 10' 10' 1' 10' 6'13'4' 13' 10' 14' 0' DFL Stud 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 10 1 10' 6' 13' 4'1314' 0' Standard 4' 0' 6' 6' 6' 11' 8' 5' 8 9 10' 0' 10' 5' 13' 2' 13 9 14' 0' ynnAbout! ble Truss Diagonal brace option, vertical length nay be T doubled when diagonal IB' X( brace Is used. Connect L diagonal brace for 600N L' at each end. Max web Brace total length Is 14', l(31( 2x6 DF-L #2 or better diagonal r t Vertical.length shown brace! single B, In table above. 45' or double cut L 1asshown) at upper end. o Connect dlagomQf at midpoint of vertical web. Refer to chart VARNBNi— READ NO FRLOV ALL NaTES U1 THIS DRAVIING : wDPMTANTwa fl1DQSH THIS BRAVING Ta ALL coNRRACTms DiQLDING THE D(STALLLT(S= Trusses r.quhe extreme care in fabricating, handing, shlppYp, Installing and bracing' Refe`t folios the latest edM— of RCSI (landing Component Safety Infornatlan, by TPI and SIG1) f si pbctkes prlor to performing these functions. Installers shall provide tenparnryy brnclrq Unless noted otherelse, top chord shall have p—p.Hy att..h d structural sheathing and Iso shall have a property attached ceiling. Locations shown for Permnent lateral restrabit 1 7 have brnposi ;? sections 37 or BIO, of applicable. Apply plates to wofdtionInstalledsownabovethoftrussnMpositionasshownaboveandontheJointDetoAs, unless noted atMrslse. , II II Refer to drawings 16M-Z for standard plate positions. ANIIW COMPANY Alpine, a division of [TV Building Coiponents Group Inc. shall not be responsble far any devNtl this deft, any fall— to build the truss In conformance with ANSI/TPI 1, ar for Mndlirq, ship) Installation L bracing of truasea. A seal on this drawing — cover page llstiq this drawing, Indicates acuptamce of'professlorW 13723\ Rwerport\ Dnve nigle r'I1D res solely far the shown The suitability errs use of this drawing SuiW 200 for arty st—tre Iw resp. llty of IAdng Designer per ANSI/TPI I Sect. Maryland\Heights,\MO\63043 For nore Information sea this Job's ganerat notes page and these web sites, ALPINE • s.alpinalts.c—i TPI- www.tpinst.orgi SIGN wsw.sbclndustr .orgi ICC, wwwJccsafe.org AA. f •aa!' or vlx gable ver Icco er 0. e S AT O e• ra`4 ef.a err ww•aew s UNAL RCN Bracing Group Species and•Gradesi Group At S ruce-Pine-Fir Hen -Fir NI / N2 Stnndard N2 Stud N3 Stud1 #3 Standard Dou las Fir -Larch Southern Plneww 3 # 3 Stud Stud Standard Standard Group BI Hen - Fir 1 L Btr 1 Douglas Flr-Larch Southern Plne NI Nl 2 N2 lx4 Braces shall be SRB (Stress -Rated Board). rwFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values maybe used with these rades. Gable Truss Detail Notesi Wind Load deflection criterion Is L/360. Provide uplift connections for 75 plf over continuous bearing (5 psf TIC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach ' L' braces with 10d (0.128'x3.0' min) nails. K For (1) 'L' brace- space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. I( for (2) 'L' braces, space nails at 3' o.c. In Is' end zones and 6' o.c. between zones. L' bracing must be a minimum of BOX of web member length. Gable Vertical Plate Sizes Vertical Length No Splice Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAD16015 DATE 8/3/15 DRWG S16015ENC100815 Less than 4' 0' 2X3 Greater than 4' 0', but less than IL' 6' 3% 4 Greater than It' 6' 4X4 X. TOT. LD. 60 PSF X. SPACING 24.0' I VALLEY FRAMING & BRACING DETAIL I Lumber Size and Grade Minumum Requirements Ridge board... 26 (min) N2 Southern Pine or better, Rafter spans 2D'-V or less... A) 2x6 SP N2, SPF 101/112, OF N2 or better 8) 2x6 SP 012, SPF N1/N2, OF N2 or better Purlins/Lateral bracing... 2x6 SPFN2, HF N2, OF N2 or better Sleepers 2x(width of rafter seat cut) SPF N3 or better 2 parallel 2x6 SPF N3 Cripples and blocking... 2x6 SPF 03 or better Truss Below... See design -Southern Pine Material ' RIDGE BOARD 2X6) A Height of Valley SECTION CUT PARALLEL TO VALLEY RAFTER A),(B) RAFTER @r) COLLAR BEAM, EVERY THIRD PAIR OF RAFTERS TYPICAL COMMONS 2z4 BLOCKING 4 Ponin 24 SPACED 24" O.C. (Whero no sheathing GENERAL NOTES Purlins required 2'.0" O.C. In absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this Is Impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing Into purlin with a minimum of 8-ad (0.131"x2.5") common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys with the following conditions: Spans ( distance between heels) 40'-0" or less Maximum valley height: 14'-0" Maximum mean roof height: 30 feet ASCE 7-05, 140 mph, Enclosed, Cat II, Exp B, 1=1.0, Kzt=1.0 Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp D, Kzt=1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE cm + CRIPPLE 1 Cripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. Space the crlppes for each row starting from the valleys or sleepers and working Inward to the ridge board so that cripple locations are staggered between rows. 1 2' 0" O.C. (TYp) 1 II Connection Requirement Notes 1 1. 2x6 rafters to ridge 4 16d toe -nails Attachment can be made directly 2. Cripple to ridge 4 16d toe -nails or through plywood sheathing 3. Cripple to rafter 4 16d toe -nails by cutting a 2"x6" notch in sheathing (e•) 816d face -nails 4% 0" TYPICAL 4. Rafter to sleeper or blocking 5 16d toe -nails 0(--) Ir Rafter to two 2x6 sleepers 416d toe -nails S. Sleeper to truss 416d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss 6. Ridge board to roof block 4 16d toe -nails 7. Ridge board to truss 416d toe -nails 8. Purlin to (Typ) 3 16d toe -nails 9. Truss to blocking 4 16d toe -nails 10. Truss to cripple 416d toe -nails 11. Truss to cripple 416d toe -nails 12. Cripple to purlin 3 16d toe -nails NOT REQUIRED IF SLEEPERS ARE USED) 13. Collar beam to rafter 4 16d toe -nails CRIPPLE, BRACING, & BLOCKING NOTES NOTE: 16d (0.162"x3.5") COMMON NAILS I' 2x4 continuous lateral restraint (CLR) min. Is required for cripples 5'-0" to 10'-0" tong nailed w/ 2 -10d (0.148"x3") nails. Or 20 "T" or scab reinforcement nailed to Oat edge of cripple with 1Od 10.128"x3.0") nails at 6" o.c. "T' or scab must be 90% of cripple length. Cripp es over 10'-0' long require two CLR's or both faces w/ "T" or scab. Use stress graded lumber & box or common nails. Narrow edge of cripple can face ridge or rafter, as long as the proper number of nails are Installed Into ridge board install blocking under rafter if sleepers are not used. install blocking under cripples If cripples fall between lower truss top chords and lateral bracing Is not used. ~fib ApplyallnailingInaccordancetocurrentNDSrequlremen4yr Nails are common wire nails unless noted otherwise. Y e•eee.ea• / d,: CENsF•. VAW NQ— READ Arm FtLLOV ALL WTIM ON TICS WAVING sb3WORTMITFUWM THIS BRAVING TO ALL CONFI ICTURS ZNCLUDr. THE DISTALLLIIL Trusses r quJv extr` * care In fabrtcatbp, hanibp, whippb,g. MstalU p and bmebug Refer to se folUle th. latest edition of SCSI WireV Carporrnt Safety LHarwatbn, by TPI Geer bug SefiU for mf pmctices prior to pe"orwthese functions. Installers ~ provide tenpenry bndrq per 114 Uniess rated oth —im, top chord stall have properly attached structwl sMatNng and ottoo shall have a property attar ed = celYq. Locations shown for pervaranera t lateral mstmint ofwed slat have bmcb, g Woutied per aCS1 s—Alons 113, 17 or a10, as .ppWable. Apply pl.tes to each f., of truss and position u shown above and on the Joint Wetals, urxess noted otherwise. Refer to dmwb gs 16DA-2 far standard plate posroor- o NNpba, a diMsbnofrTVlumpConporantsGrouptrcsh&U not be mspansbut for arry deviation 1 AN ITWCOMPAt'1Y . o-. a, any falua-e to build the truss In confornance with ANSI/TPI 1, or for handlbp, shipping, ln.toll.tion a brodng or tosses. A seal an vds dmWQ or cover page UsVp thi. dnetug. udeates acceptance of profesataW er pFaarip solely roe the .ho... Tlr netabuty and use of fhis dosing for ury s clvv Is mryorabllty or 1Fr 7u/lebug 0.sipar per AHS!/T 2 1 SacL E.rih Lah.Mni Dove For rare Wonation see this Jobs gerrral notes ppaaW and these eeb sltet, Earth Gry, MO 6xM5ALFMewealobeitwcaruTI, w A.Irvitoroi SIC& www.atxjrudu,strv—, 1C0 ewe.kxsafv. STATE OF i O R 10,e• a S/ONAL 2 A) ( B) LL 20 30 DL 10 20 C DL 0 0 C LL 0 0 40 54 IREF VALLEY FRAMING 7 7 IDATE 10/ 01/14 0 0 0 0 TOT LD 301 50 47 61 DUR FAC 1 25/ 115 SPACING SEE ABOVE DRWG VACNV1801015 r e. CITY Or SANFORD EBUILDIN(j&F'IRPREVEWT1' 0114: PERIAIT'APPLICATION' Application-lN10-- DOCUMNIted COM11"LlCli-011 VMUC: S Job Address: F51 1 i(t Historic District: Yc.s El,,o B an- wilercialD j. vPC -6 f, NV'o I-k: AddittioiiO Altei-ationEl'. Repah.-.Ql D'e - nuo El, quing-el of useEl. M" ScriPlid-11-1 of Work: I Ki avf Ptali pholle: Fax: Elimil: Propa-. 1"ty Qv',,r;er (nfibri-natio-n e Z i G-) n E c c 7. Lj} t ji' 1' I+ F Stecis1`-i1;'`-') C Wit: is Z r c hl: t! C r, :i r, r r r i Z c p Fav,-. St. Z_ i,-,;: L - fc T Q (TXNEP YOUR FAil_L'i.,E TO f,EC'- r),. Cc r' - 'CENIFNT M.o` \'.k111J'l X V A-1': 7 1 N G T 0, C ON 1 I E. U T() P, 1-1 .-1", . NOTICE, C07 cc),sI cEvEvr YLl G 1-NV I C' E i T 1- 0!" EP 'I-!: E F T, [!,T, I VS I'I__ C"I'l 0 N. IF OU INIT -I- EC, c):" 1) 1) i 0 1 E R, 0 N J"Jill SVIT TI- i! I _NDF i` A 17 T OTICF-1'- iddi:iotn to 111e Of I h i S il f "M; t. t T e- m 3 -.- V. - 2. j Z i 0 [1. 2 "' re it 110 7.1. S 'li . 0 '10 t'-! Cc lz\ all- r---q,,i::TLd- [--mf omf. 2 OF Federal CCCOM'1ce 0 pzrmi:7j; 01 [Liz P 4 or6-- r auiizmca.; ol Fio,1,1,-- F 71 T In. CI:,' co ° S an r6.".J re n C P!--:--%i V f!!!, I: di-ii A. copyo-1-1113 evm-:tc.d C i; j- 7:! erd:r to c2!z0!2:e a pinn rn i_v,- cha-2-.- an.3 vill bz cons;-1,,-J T;-,.zi:-o.-::-i- C-ri".f I:. a: con:: 'L': 2 1,:! Z_.'i On l)-.. -:-.r• I CC V21 I a'::_ in c Inc._. 0: cal::LTL'I c 1 Z-..: d of. Coll banph_ A I " 0 -- N E R A- F[D.-',NJT: I M-tifli Chat nlVof'the fol-06ilf(; infol-Inalion'is accurate and i11:11 AI'v'ol . . IN, il e: h2tifla con h'i.-Ctio-11- qnrll I)e.(Iotie in compl12rice AN ith,211 ri 2: k ozn IQ' DRITTNEY HASTINGS Comrrifss6ii 0 GG 26W mo Expires October 117,2022 Mdod%M Tmy-Fain nce 80 4*7-0i0 REL01YAS 0P\ OFFICE USE ONI-N F I E I Ll t Coj-.(i- uuion Tvpev* V;e: -- Zoi-.c-:, F 7 i N. r: r: iT A. ZZ 7 . Tr-. vm STATE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method / Project Name: Lot50ThombrookeSantaRosaGLE Builder Name: Taylor Morrison Street: 157 Big Spring Terrace Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Owner. Jurisdiction: 691500 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(2706.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1377.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1098.20 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 231.00 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1277.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1277.00 ft2 6. Conditioned floor area above grade (ft') 2391 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(368.7 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 427.6 a. U-Factor: Dbl, U=0.34 296.67 ft' SHGC: SHGC=0.31 b. U-Factor. Dbl, U=0.58 72.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 42.0 SEER:15.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 42.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.105 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1277.0 sqft.) Insulation Area EF: 0.950 0 ft' a. Slab -On -Grade Edge Insulation R=0.0 1157.0. bConservation features b. Raised Floor R=19 0 78.00 ft' None c. other (see details) R= 42.00 ft' 15. Credits Pstat Glass/ Floor Area: 0.154 Total Proposed Modified Loads: 70.51 PASS Total Baseline Loads: 74.26 1 hereby certify that the plans and specifications covered by Review of the plans and jgJJE ST,gl this calculation are in compliance with the Florid nergy specifications covered by this ti0,0, Code. calculation indicates compliance O withtheFloridaEnergyCode. 3'„ PREPARED BY: Before construction is completed DATE: 9-12-18 Eric J Holland this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. COD withtheFloridaEnergyCM OWNER/ AGE T. BUILDING OFFICIAL: DATE: --- ! Q '- . DATE: -- - - -- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 9/ 12/2018 4:36 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5