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471 Rocky Grove Ln 18-3225; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100006 BUILDING APPLICATION #: 18-10000665 BUILDING PERMIT NUMBER: 18-10000665 DATE: August 02, 2018 UNIT ADDRESS: ROCKY GROVE LANE 471 21-19-30-510-0000-0810 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: 471 ROCKY GROVE LANE / THORNBROOKE PHASE 4 / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit ROADS -COLLECTORS 705.00 N/A Single Family Housing .00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 1.000 dwl unit SCHQOLS 54.00 CO -WIDE ORD Family Housiing 5,000.00 1.000 dwl unit. 5,000.00PARKSgle 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 ISSUANCE OF A BUILDING PERMIT. PERSONS ARE IN 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 O OF OCCUPARY 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 1111111111111111111111111111111111111111 Parcel ID Number: ,?/ JO— 51d — t% 090—e VO 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. GRANT MALOYr SEMINOLE COUNTY CLERK, OF CIRCUIT COURT & COMPTROLLER BK9180Ps1952 (1P9s) CLERK' S * 20181386331 RECORDED L17/25/21)18 11:33:47 AM RECORDINGFEES $10.0i) RECORDED BY hdevore 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 Book, Paga::Lof the public records of Seminole County, 41Florida. Addresses : / a&,?-,anfbrd FL 2. General description of improvements: Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(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(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT: YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 6, 1 \ 5 Iv 11. Date Signed : Signature of Owner's Agent: Asa Wright it Morrison of Sworn to and subscribed before me this by John Asa Wright o is personally known to me. Notary Public DA Clark My commission expires: 6/27/19 Serial No. FF 209108'--"'Notary Signature: V o. 9+' 44! al,' 0AT20,' do.., D Job Address: CITY OF SANFORD L BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 18-3ga5 Documented Construction Value: $ Z On-0b i d9t Historic District: Yes No X Parcel ID: 2j 19-30-9 0-0000-08f 0 Residential Q Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME THORNEBROOK PHASE L— LOT NUMBER: 8 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: re.II-(] =I q k 11TI P '- 11 u 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 / TAYLOR MORRISON OF FLORIDA Street: 151 SOUTHHALL LANE # 200 City, State Zip: Name: Street: City, St, Zip: _ MAITLAND FL 32751 Bonding Company: N/A Address: Phone: 407-257-6940 Fax: State License No.: CBC1257462 Architect/Engineer Information Phone: Fax: E-mail: 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Sig ure of Owner/Agent Oate TAYLOR MORRISON FLORIDA INC Print Owner/Agent's Name Signature of Nota?-3f WFlorida Date / c / 200 UNIC i111SS ,Zp19 AoP : # FXpwa g Not rl Set Owner/Agent is yFS lyiown to Me or Produced ID NIA "IfyV of ID e. = 7/.,oc/ nature of Contractor/Agent D - JOHN ASA WRIGH Print Contractor/Agent's Name % Si re o owy-State of Florida Date Q IAI Pry 1 F1 106 19 Q1RES. Ju tNouN sow Contractor/Agent is YES Personally Known to Me or Produced ID QUA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 2' Electrical k' Mechanical ®' PlumbingEr Gas Roof Construction Type: VF-j Occupancy Use: (Z^3 Flood Zone: 1C-Sc2 Air Af H FT') Total Sq Ft of Bldg: ZC y -— Min. Occupancy Load: of Stories:-2- New Construction: Electric - # of Amps ( !E;O Plumbing - # of Fixtures 2 Fire Sprinkler Permit: Yes No [Y # of Heads Fire Alarm Permit: Yes No?] APPROVALS: ZONING: 15,1Q.,god UTILITIES: ENGINEERING: tMTC- FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. C*I* 1/7171 /sX WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Job Addre CITY OF SANFORD fA 1_13UILIJING & FIRE PREVENTION PERMIT APPLICATION Application No: 18-3g),5 n.............,.a r,.. _....:.._ v00alue: $ (/ 11 Historic District: Yes No X Parcel ID: 21-19-30-9 0-0000-0131 0 Residential Q Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME THORNEBROOK PHASE Up LOT NUMBER: la 1 :1 Plan Review Contact Person: Daphne Clark Title: Phone: _407-257-6940 Fax: ZI = ray, r, 7 on no 1I ' - T,1 9 1' - 1 • Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Phone: 407-629-0077 Resident of property? : Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Name: Street: City, St, Zip: Bonding Company: N/A Address: Fax: ILG State License No.: CBC1257462 Architect/Engineer Information Phone: Fax: E-mail: 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 SrrE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. of Owner/Agent TAYLOR MORRIS( Print Owner/Agent's Name Signature lo,a, oa 1SSN 27 2p19 p1BoNomN t Owner/Agent is ACES. Vk4own to Me or Produced ID N/A "Ify$% of ID Z//Z. = 7/,a/ ,- nature of Contractor/Agent D /v JOHN ASA WRIGH Print Contractor/Agent's Name % rSiureootary-State of Florida DateZp910a r P fA1 0 FE 2019 3 3t,N8ud9r, rEof Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: 7-27 WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Pcnnit Application SXNFORD Y OF PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor -Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: FL Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 471 Rocky Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-0810 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: E New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway FEW The parcel is not in the: E floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-3225 Reviewed by: Michael Cash, CFM Date: August 6, 2018 9 o Application for Right -of -Way Use for Driveway, Walkway & Landscape F L R ,q Department of Planning r)< Development Services1877 — www.esnfordn.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 15- location of the existing right—of-way and use ssll be provided or application could be delayed. N BMW fo I tcnoCall ti below. t Call baton you dip. 1. Project locatlon/Address: V 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date C d / r, / Coomplpletion Date Emergency Repairs 4. Brief Description of Work: Aft Al^7 jQ9 NEW &=P, This application is sub itt Property Owner !! V/// nnP /}pQ ` r L[, Signature: ' r Print Name: /I 1/W4 ' ! (JMORN /Jr(/ PS Address: % 44A)E MM AW jIC Phone: 407--6?40 Fax- Date: r Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/ improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facllibes 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 Requestors expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attomey'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. 1 hereby understand rd agree to pay all city fees related to this application as required by the city's adopted Fee Resolution Signature: 114101 l- Date: 6 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: rr% is i;.:y::... Pf?........ ..— ,.:.. mrim! M. Ati " tic ht+i/tirkfi`° t7afe' A tavbd: Ppµ : • f " y r .... ... .., .,..: : i Date, p o Mons. ., ; ...... . Se,dal.Permll.0 ndr ...:... ..: ........ .........;;.;,,. aepcernwr wiu ROW Use Ddveway.pdf DESCRIPTION AS FURNISHED: Lot 81, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. TRACT J OPEN SPACE/RECREATION N 00014'55" W 40.00' 7 26.80' 1 34.80' 16.0' A LANAI I 5.00' 5.00' 30.0' LOT 81 0 n PROPOSED RESIDENCE MODEL: CAPTIVA ELEV — INCLUDED 2 CAR GARAGE LEFT O O ry19 1 LOT 80 ENTRY 5.0' ai 8. 7' of 21.3' 5.00' f LK f 7 DRIVE 17 25.20 5.20' 10" UTIL. ESMT. 1 oOO p LOT 82 5.00' 0 O o-P<C__1r-- 15926-- ---- 0 WALK ry y CURB- N 00014'55" W 40.00' R O CKY CR O VE -LA IVE 50' UTIL. AND ACCESS R/W) LOT = 4.800 50.1' 1 LIVING = 1.156 SOFT. GARAGE = 451 SO.FT ENTRY - 74 SO FT LANAI = 128 SO. FT BREEZEWAY = N/A SO.FT DRIVEWAY = 403 SO. FT. A/C PAD = 12 SO.FT WALKWAY = 75 SO FT IMPERVIOUS - 47.9 7. 2.300 SO. FT. SOD = 2.500 SOFT. OFF LOT AREA CALCULATIONS R/W = 440 SO.". Q PROPOSED = FINISHED SPOT GRADE ELEVATION APRON = 110 SO FT. PLOT PLAN ONLY' PER DRAINAGE PLANS BUILDING SETBACKS: SIDEWALK = 200 SO FT U PROPOSED DRAINAGE FLOW FRONT 25' NOT A SURVEY) SOD = 131 SO. FT AL AREAS - LOT GRADING TYPE B REAR = 15' PROPOSED INFORMATION SHOWN AREA = 5.240 SO. FT PROPOSED F.F. PER PLANS - 23.3' + SIDE = 5.0' BASED ON SUPPLIED PLAN DRIVEWAY = 513 SO. FT SIDE CORNER = 10' AND/OR INSTRUCTIONS PER SIDEWALK 275 SO. FT. PROPOSED GRADE PER CONSTRUCTION PLAN CLIENT NOT FIELD VERIFIED SOD 630 SOFT. CRUISEYVHEM?-SCOTT & ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • PLAT IDLE •POINT DN LING NOTES: f FIELD 7YP. • TYPICAL 1 P. IRON PIPE PRL. •POINT Or REVERS[ CURVATURE 1. iNE UNOCRSICNED DOES HEREBY CERTIFY TFMT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD Or IRE IRON ROD PCL. POINT Or COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORID. STATUES CX CONCR[T[ 1 AIHENT RAD. RADIAL 2. UNLESS EMBOSSED WITH SURWYOR'S SIGNATURE AND ORIGINAL RAISED SEAL IMTHISSURVEY P OR COPIES ARE NOT VALID. SET I.R. 1/2' IR ./RL1 4596 MR. - NON -RADIAL REC. WP. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS RECOVERED P.O.B REar BEGINNING CALL. CALCULATED P.O.[. POINT OF COMMENCEMENT PAX • PERMANENT REFERENCE MONUMENT OR EASEMENTS THAT AFFECT THIS PROPERTY. 4, NO UNDERGROUND IMPRO'JEILE.NTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. E CENTERLINE rF. FINISHED FLOOR ELEVATION s. THIS SURVEY IS PREPARM FOR THE SOU: BENEFIT Or THOSE cmnED TD AMID SHOULD NOT BE RELIED UPON BY Awn OTHER ENTITY. NLD • NAIL L DISK tSL •BUILDING SETBACK LINE a. DIMENSIONS SHOWN FOR THE Wr/.T10N Or IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES R/V RIGMT-OF-VAY BJL tENC/DIAR11 BJ. BASE BEARING 7. BEARARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) BEARINGS, ARE E• EASEMENT DRAIN. DRAINAGE a. ELEVAP.ONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL. • UTILITY Y. CDMnrATE OF AUTHORIZATION No. 4509L CLFC. • CHAIN LINK FENCE vOrC. WOOD FENCE C/ B CONCRETE BLOCK SCALE w-- 1 20 DRAWN BY: •" PC. POINT OF CURVATURE P. T. POINT OF TANGENCY DATE ORDER No. CERTIFlEDBY: _ _ _ _ _ DESC. DESCRIPTION R • RADIUS L • ARC LENGTH PLOT PLAN 07-I8-2018 4727-18 D D[LTA C. B. • CHORD C- CHORD BEARING NORTH IL. S THIS BUILDING/PROPERTY DOES.NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER -FIRM- T RUSENM R, 714 7nur • X• MAP J 17117r Y1A55 F JAMES W. SCOTT. R.L.S 1 4807 SCPA Parcel View: 21-19-30-510-0000-0810 http://parceidetail.scpafl.org/ParcelDetaillnfo.aspx?Pl D=2119305100... 1 of 2 Property Record Card Parcel: 21-111-30-510-0000-0810 rs+o.taoxsrrKwaaa Property Address: 471 ROCKY GROVE LN SANFORD, FL 32771 Parcel Information escriptlon LOT 81 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Value Summary 2018 Working 201u7 Certified Values Vales Valuation Method I Cost/Market I Cost/Market Number of Buildings 10 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 1 $40,000 I $26,050 Land Value Ag Just/Markel Value " 1 $40,000 1 $26.050 Portability Adj Save Our Homes Adj so Amendment 1 Adj so 0 T$ 12,784 P&G Adj 0 s0 Assessed Value 40.000 13,266 Tax Amount without SOH: $336.00 2017 Tax Bill Amount $336.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 40,000 0 ' 40,000 Schools — — 40.000 --- 0 40,000 City Sanford --------- SJWM(Saint Johns Water Management) 40.000 -- ----- 40,000 ~ O 0 40.000 40,000 County Bonds -- — 40.000 0 40.000 Sales--- -- ----------- ---- --- ----- ------ ---- -- ---- ---- Description Date Book Page Amount Qualified Vactimp No Sales Find Comparable Sales Land Information ms norarlphdtsfrom the Mmsww(:aunty Prop" AWm1s.r% anw.. rdrdsdes arty dons eonc.rnargsp*mKpw...carderew dYmpd.prdwm a d* ds m.erar n.mchew rfop.Mw re<.dd. 1 rtures 7/25/2018, 8:44 AM REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # 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 Addrecc! 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 Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHA NICAL PERMIT _ Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot8lThornbrookeCaptivaGLW Builder Name: Taylor Morrison Street: 471 Rocky Grove Lane Permit Office: t City, State, Zip: Sanford , FL , 32771 J 2PermitNumber: Owner: 25nPANFORDJurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types(2548.2 sqft.) I n s u I a o,o .PAPA , 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1233.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1095 10 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 220.11 ft' 4. Number of Bedrooms 3 d N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1163.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1163.00 ft' 6. Conditioned floor area above grade (ft') 1989 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= fl' 11. Ducts R ft' 7. Windows(321.4 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 397.8 a. U-Factor: Dbl, U=0.34 249.38 fP 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 34.2 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 32.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 2.792 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1163.0 sqft ) Insulation Area EF. 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1157.00 ft' b. Conservation features b Floor over Garage R=19.0 6.00 ft' None c. N/A R= fN 15. Credits Pstat Glass/Floor Area: 0.162 Total Proposed Modified Loads: 61.38 PASSTotalBaselineLoads: 63.09 1 hereby certify that the plans and specifications covered by Review of the plans and S7-4l, this calculation are in compliance with the Florida Energy specifications covered by this O" T14E Code. - calculation indicates compliance OwiththeFloridaEnergyCode. n,,,, '••.=• ;''.,„ PREPARED BY: Before construction is completed DATE: 7/19/-18_ -_ _ - _-_- this building will be inspected for O - compliance with Section 553.908 0 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. G'OD 1,WF OWNER/A BUILDING OFFICIAL: DATE: Ca --- ------ --- DATE: I 4r._ 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). 7/19/2018 8 18 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title- Lot8lThorn brookeCaptivaGL Bedrooms- 3 Address Type: Street Address Building Type- User Conditioned Area: 1989 Lot # Owner Name- Total Stories: 2 Block/Subdivision: of Units: 1 Worst Case: No PlatBook, Builder Name: Taylor Morrison Rotate Angle: 0 Street: 471 Rocky Grove Lane Permit Office: Cross Ventilation: No County- Seminole Jurisdiction- 691500 Whole House Fan: No City, State, Zip. Sanford , Family Type: Single-family FL , 32771 New/ Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1989 18298.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms • Infil ID Finished Cooled Heated 1 Main 1989 18298.8 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main ---- ---- 6 ft' 19 0 0 1 2 Slab -On -Grade Edge Insulatio Main 117.3 ft 0 1157 ft' ---- 0.34 0 0.66 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 1301 ff' 292 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1163 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1163 ft' Oil Wood 7/ 19/2018 8 18 AM EnergyGauge© USA - FlaRes2017 Section R405.4 1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type Space R_Value_Et -in Ft__In__ Area R_Value_Fraction_Absor._Grade%_ 1 S Exterior Frame - Wood Main 13 38 6 9 0 346.5 ft' 0 0.23 0.6 0 2 S Exterior Concrete Block - Int Insul Main 4.1 38 6 9 4 359.3 ft' 0 0 0.6 0 3 SW Exterior Concrete Block - Int Insul Main 4.1 3 11 9 4 36.6 ft' 0 0 06 0 4 W Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 06 0 5 W Exterior Concrete Block - Int Insul Main 4.1 6 6 9 4 60.7 ft' 0 0 0.6 0 6 N Exterior Frame - Wood Main 13 38 6 9 0 346.5 ft' 0 0.23 0.6 0 7 N Exterior Concrete Block - Int Insul Main 4.1 38 6 9 4 359.3 ft' 0 0 0.6 0 8 E Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 9 E Exterior Concrete Block - Int Insul Main 4.1 29 11 9 4 279.2 ft' 0 0 0.6 0 10 Garage Frame - Wood Main 13 23 7 9 4 220.1 ft' 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood Main None 25 2 7 8 20.7 ft' 2 SW Wood Main None 25 3 8 24 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.34 0.31 N 6.0 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 2 S 2 Vinyl Low-E Double Yes 0.34 0.31 N 9.0 ft' 1 ft 0 in 1 ft 0 in None Exterior 5 3 W 4 Vinyl Low-E Double Yes 0.34 0.31 N 80 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 4 W 4 Vinyl Low-E Double Yes 0.34 0.31 N 15.0 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 5 N 6 Vinyl Low-E Double Yes 0.34 0.31 N 45.0 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 6 N 7 Vinyl Low-E Double Yes 0.34 0.31 N 38.5 ft' 1 ft 0 in 12 ft 4 in None Exterior 5 7 E 8 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 8 E 8 Vinyl low-E Double Yes 0.34 0.31 N 40.0 ft' 1 ft 0 in 1 ft 8 in None None 9 E 9 Metal Low-E Double Yes 0.58 0.32 N 72 0 ft' 9 ft 0 in 0 ft 0 in None None 10 E 9 Vinyl Low-E Double Yes 0.34 0.31 N 57.8 ft' 1 ft 0 in 12 ft 4 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 451ft' 4511`1' 64ft 8ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000409 21349 117.2 220.41 3678 7 7/19/2018 8:18 AM EnergyGaugeO USA - FlaRes2017 Section R405 4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 32.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34.2 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SelPnt Conservation 1 Electric None Garage 0.95 50 gal 62 3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 397 8 ft Main 99.45 ft Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Heating Jan Feb Mar Jan Feb Mar A r Apr I Ma Jun X Jul Jun JulMayJXJ X Aug11SlAuSep Se Oct Oct Nov NovHX Dec DeclXVentin [ lX} Jan Feb X Mar A rl May Jun Jul l Aug e [XJ Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/19/2018 8:18 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 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: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. N/A 471 Rocky Grove Lane, Sanford, FL, 32771 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1233.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1095.10 ft' 1 c. Frame - Wood, Adjacent R=13 0 220.11 ft' 3 d. N/A R= ft, 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1163.00 ft' 1989 b. N/A R= ft, c. N/A R= ft' Area 11. Ducts R ft' 249.38 ft' a. Sup: Attic, Ret: Main, AH: Main 6 397.8 72.00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 34.2 SEER:15.00 2.792 ft. 0.312 Insulation Area R=0.0 1157.00 ft' R=19.0 6.00 R' R= 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. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: kBtu/hr Efficiency 32.8 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstal 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. 7/19/2018 8:18 AM EnergyGauge® USA - FlaRes2017 - Section R405 4 1 Compliant Software Page 1 of 1 1's Manual S Compliance Report Job: Lot8lThorn brookeCapti... DEL - AIR p p Date: 7/18/18 IMMO- pMCON21=11 10 Entire House By: JA DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM eject infuumauc For: Taylor Morrison 471 Rocky Grove Lane, Sanford, FL 32771 Cooling Equipment Design Conditions Outdoor design DB: 92.4°F Sensible gain: 24916 Btuh Entering coil DB: 75.7°F Outdoor design WB: 76.3°F Latent gain: 4485 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 29401 Btuh Indoor RH: 50% Estimated airflow: 1140 cfm Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Actual airflow: 1140 cfm Sensible capacity: 27098 Btuh Latent capacity: 4595 Btuh Total capacity: 31693 Btuh Design Conditions Outdoor design DB: 41.9°F Indoor design DB: 70.0°F Model: 14H PX-036-230- 21 +C BA27U H E-036- 230'++TD R 109% of load 102% of load 108% of load SHR: 86% Heat loss: 23479 Btuh Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Entering coil DB: 69.8°F Manufacturer: Lennox Model: 14HPX-036-230-21+CBA27UHE-036-230'++TDR Actual airflow: 1140 cfm Output capacity: 32162 Btuh 137% of load Capacity balance: 33 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1140 cfm Output capacity: 0 kW 0% of load Temp. rise: 0 IF Meets all requirements of ACCA Manual S. Zt wrightsoft- 2018-Jul-19 08 21 28 i„, Right-Suile® Universal 2018 18 0 13 RSU24011 Page t 14CCK .. brook eCapt ivaGLW\Lot81ThornbrookeCaphvaGLW.rup Calc = MJ8 House laces: W 1 DEL -AIR Component ConstructionsP 1119=1311 CO11 Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web: WWW DELAIR COM Job: Lot8lThorn brookeCapti... Date: 7/ 18/18 By: JA Project• For: Taylor Morrison 471 Rocky Grove Lane, Sanford, FL 32771 Design Conditions Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (IF) 28 17 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.3 46.6 Dry bulb ( IF) 42 92 Infiltration: Daily range ( OF) - 17 ( M) Method Simplified Wet bulb ( OF) - 76 Construction quality Average Wind speed ( mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area ll-value Insul R Htg HTM Loss Clg HTM Gain ft, Btuh/ ftl-'F ftl-'Fl6tuh Btuh/ft' Btu Bluh/ft2 Btuh Walls 12C- Osw: Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" n 302 0.091 13.0 2.56 771 2.81 847 gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud a 200 0.091 13.0 2.56 511 2.81 562 s 341 0.091 13.0 2.56 871 2.81 957 w 247 0.091 13.0 2.56 632 2.81 694 all 1089 0.091 13.0 2.56 2785 2.81 3060 13A-2ocs: Blk wall, stucco ext, r-2 ext bid ins, 8" thk, 1/2" gypsum n 321 0.201 0 5.65 1811 4.29 1376 board int fnsh a 150 0.201 0 5.65 845 4.29 642 s 349 0201 0 5.65 1971 4.29 1497 sw 13 0.201 0 5.65 74 4.29 56 w 60 0.201 0 5.65 341 4.29 259 all 893 0.201 0 5.65 5043 4.29 3831 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw Ins, 1/2" n 25 0.032 30.0 0.90 22 2.37 59 gypsum board int fnsh Partitions 12C- Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood Irm, 16" o.c. stud Windows 2A- 2ov 2 glazing, cir low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk, NFRC rated (SHGC=O 31); 1 ft overhang (5 ft window ht, 1.67 e ft sep.); 6.67 ft head ht e w all 2A- 2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (6.25 ftwindow ht, e 12.33 ft sep ); 6.67 ft head ht all 2A-2omd: 2 glazing, cir low-e outr, air gas, mill no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=O 32), 9 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2ov 2 glazing, clr low-e ouir, air gas, vnl frm mat, cir innr, 1/4" gap, s 1/8" thk, NFRC rated (SHGC=0.31), 1 ft overhang (3 ft window ht, 1.67 ft sep.); 6.67 ft head ht 198 0. 091 13.0 2.56 507 1.72 342 45 0. 340 0 9.55 430 124 558 30 0. 340 0 9.55 287 35.7 1071 40 0. 340 0 9.55 382 35.7 1428 15 0. 340 0 9.55 143 35.7 535 130 0. 340 0 955 1242 276 3592 39 0. 340 0 9.55 368 124 478 58 0. 340 0 9.55 552 35.7 2064 96 0. 340 0 9.55 921 26.4 2542 72 0. 580 0 16.3 1173 184 1323 6 0. 340 0 9.55 57 12.4 74 wrightsoft` 2018- Jul-19 08 21,28 Right -Suite® Universal 2018 18 0.13 RSU24011 Page 1 ACCA . brook eCaplivaGLW\Lot81 ThornbrookeCaptivaGLW rup Calc = MJ8 House laces W 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl firm mat, clr Innr, 1/4" gap, s 9 0.340 0 9.55 87 12.4 113 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4.2 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl firm mat, clr Innr, 1/4" gap, w 8 0.340 0 9.55 76 35.7 286 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4 ft window ht, 1.67 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type sw 23 0.390 0 11.0 256 11.9 277 n 22 0.390 0 11.0 241 11.9 261 all 45 0.390 0 11.0 497 11.9 538 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1163 0.026 38.0 0.73 850 1.40 1632 gypsum board int fnsh Floors 20P-19t: Flr floor, wd flr, 1" thkns, r-19 exi ins, gar ovr 6 0.050 19.0 1.40 9 0.70 4 22A-tpl: Bg floor, light dry soil, on grade depth 117 0 989 0 27.8 3258 0 0 wrightsoft" 2018-Jul-19 08 21 28 RighbSuite® Universal 2018 18 0 13 RSU24011 Page 2 C'N .brook eCaptivaGLW\Lot817hornbrookeCapt ivaGLW rup Calc = MJ8 House laces W DEL -AIR ProjectySummary Job: Lot8lThorn brookeCapti... Date: 7/18/18 IHE MG • atx CONDMONIMIG Entire House By: JA DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407.333-2665 Fax: 407-333-3853 Web WWW.DELAIR.COM For: Taylor Morrison 471 Rocky Grove Lane, Sanford, FL 32771 Notes: June 14,2014 RH LS 3/16/18 JA LS 4/12/18 JA LS 5/16/18 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 21886 Btuh Ducts 1592 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 23479 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area ( ft2) 1989 198g Volume ( ft3) 20884 20884 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 174 90 Heating Equipment Summary Make Lennox Trade LENNOX Model 14H PX-036-230-21 AH R I ref 10258589 Summer Design Conditions Outside db 92 OF Inside db 75 OF Design TD 17 OF Daily range M Relative humidity 50 Moisture difference 47 gr/lb Sensible Cooling Equipment Load Sizing Structure 22075 Btuh Ducts 2841 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/ swing multiplier 1.00 Equipment sensible load 24916 Btuh Latent Cooling Equipment Load Sizing Structure 3857 Btuh Ducts 628 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4485 Btuh Equipment Total Load (Sen+Lat) 29401 Btuh Req. total capacity at 0.75 SHR 2.8 ton Cooling Equipment Summary Make Lennox Trade LENNOX Cond 14HPX-036-230-21 Coil CBA27UHE-036-230'++TDR AH R I ref 10258589 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 25650 Btuh Heating output 32800 Btuh @ 470F Latent cooling 8550 Btuh Temperature rise 26 OF Total cooling 34200 Btuh Actual air flow 1140 cfm Actual air flow 1140 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.046 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 = 33 OF Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ZZ - 41- wrightsoft^ Right- Suile® Universal 2018 18 0 13 RSU24011 2018- Jul-19 08 21 28 Page 1 ACCKbrookecaptovaGLW\Lo181ThornbrookeCapt waGLW.rup Calc = MJ8 House laces W 1 DEL -AIR Right-JO Worksheet mum ''°1`°miama Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333-3853 Web: WWW.DELAIR.COM Job: Lot8lThom brookeCaptivaG... Date: 7/18/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 254. 3 it 9. 2 It d 2279. 6 112 Family/ Great rm 32. 0 it 9. 3 it heat/cool 15. 0 x 17.0 it 255. 0 ftz Ty Construction number U- value Blut1/ II2-•F) Or HTM Bluh/ fig Area ( fig or perimeter (it) Load Btuh) Area ( fig or perimeter (It) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vf12C-Osw G 2A-2ov 0. 091 0. 340 n n 2. 56 9. 55 2. 81 12. 40 347 45 302 0 771 430 847 558 0 0 0 0 0 0 0 0 13A- 2ocs 2A- 2ov 0. 201 0. 340 n n 5. 65 955 4. 29 12. 40 359 39 321 0 1811 368 1376 478 159 0 159 0 896 0 681 0 11 W 16A-30ad 0.032 n 0.90 2.37 25 25 22 59 0 0 0 6 12C- Osw 2A- 2ov 2B- 2fv 0. 091 0. 340 0. 340 a a a 2. 56 9. 55 9. 55 2. 81 35. 69 35. 69 270 30 40 200 0 0 511 287 382 562 1071 1428 0 0 0 0 0 0 0 0 0 0 0 0 13A- 2ocs 2A- 2omd 2A- 2ov 0. 201 0. 580 q_ 34g a a a 5. 65 16. 30 9_ 55 4. 29 18. 38 35_ ff9 279 72 150 134 0 845 1173 642 1323 20§ 4 140 72 Q 68 67 0 384 1173 0 292 1323 0 VI/ G 12C- 0sw 2A- 2ov 0. 091 0. 340 s s 2. 56 9. 55 2. 81 12. 40 347 6 341 2 871 57 957 74 0 0 0 0 0 0 0 0 y/ Y- 6 13A- 2ocs 2A- 2ov 0. 201 0. 340 s s 5. 65 9. 55 4. 29 12. 40 358 9 349 18 1971 87 1497 113 0 0 0 0 0 0 0 0 Vf/ D 13A- 20cs 1100 0. 201 0. 390 sw sw 5. 65 10. 96 4. 29 11. 88 36 23 13 23 74 256 56 277 0 0 0 0 0 0 0 0 12C-- Osw 2A- 2ov 0. MY 0. 340 0. 340 w w w 2. 56 9. 55 2. 81 35. 69 35. 69 270 8 15 247 0 0 632 76 143 694 286 535 0 0 0 0 0 0 0 0 0 0 0 0 W 2A- 2ov_ 13A- 2ocs 0.201 w 55 5. 65 4.29 60 60 341 259 0 0 0 0 Fj L- D 12C- 0sw 11D0 0. 091 0. 390 n 2. 56 10. 96 1. 72 11. 88 220 22 198 22 507 241 342 261 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.73 1.40 1163 1163 850 1632 0 0 0 0 F 2013-191 0.050 1.40 0.70 6 6 9 4 0 0 0 0 F 22A-lpl _ 0.989 27.79 0.00 1157 117 3258 0 255 32 889 0 6 c) AED excursion 0 144 Envelope loss/gain 16527 17397 3342 2152 12 a) Infiltration b) Room ventilation 5359 0 1726 0 680 0 219 0 13 Internal gains: Occupants @ 230 Appliances/ other 5 1150 1802 3 690 0 Subtotal ( lines 6 to 13) 21886 22075 4023 3061 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 71% 13% 0 0 0 21886 1 1592 0 0 0 22075 2841 0 % 0% 0 0 0 4023 0 0 0 0 3061 0 Total room load Au required (cim) 23479 1140 24916 1140 4023 195 3061 140 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed 2018- Jul-19 08 21 28 AL-^' - Right- Sude® Universal 2018 18.0.13 RSU24011 Page 1 brook eCaplivaGLW\Lo181ThornbrookeCapt ivaGLW rup Calc = MJ8 House laces. W 1 DEL -AIR Right-M Worksheet HIMM-=CONDT107N'° Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW.DELAIR.COM Job: Lot8lThorn brookeCaptivaG... Date: 7/18/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Master bdrm 29. 5 It 9. 3 it heat/cool 15. 0 x 14.5 it 217. 5 It2 M. BIh 11. 5 It 9. 3 it heat/cool 1. 0 x 96.8 It 96. 8 f12 Ty Construction number U- value Bluh/ Il2-*F) Or HTM Bluh/ fl2) Area ( Il2) or perimeter (It) Load Btuh) Area ( ft2) or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T G 12C- Osw 2A- 2ov 0. 091 0. 340 n n 256 955 281 1240 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ O 13A- 2ocs 2A- 2ov 0. 201 0. 340 n n 5. 65 9. 55 4. 29 1240 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W 16A-30ad 0.032 n 0.90 2.37 25 25 22 59 0 0 0 0 12C- 0sw 2A- 2ov 2B- 21v 0. 091 0 340 0 340 e a a 256 9. 55 9. 55 281 35. 69 3569 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A- 2ocs 2A- 2omd 2A- Rpv 0. 201 0. 580 34 e a a 565 1630 9_ 55 4. 29 18. 38 35 ¢ 9 281 12. 40 140 0 82 0 0 461 0 552 351 0 2064 0 0 Q 0 0 0 0 0 0 0 0 V+/ G 12C- 0sw 2A- 2ov 0. 091 0. 340 s s 256 9. 55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y! G 13A- 2ocs 2A- 2ov 0. 201 0. 340 s s 5. 65 955 4. 29 12. 40 135 0 135 0 762 0 579 0 107 0 107 0 604 0 459 0 Vtl D 13A- 2ocs 11 DO 0. 201 0. 390 sw sw 5. 65 1096 429 11. 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C- Osw 2A- 2ov 2A- 2ov 0. 091 0. 340 0. 340 w w w 2. 56 9. 55 9. 55 2. 81 35. 69 35. 69 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 13A-2ocs 0201 w 565 429 0 0 0 0 0 0 0 0 R 12C-0sw 11 DO 0. 091 0. 390 n 2. 56 1096 172 11 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1613-38ad 0 026 0.73 1.40 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A-ipl 0.989 27.79 000 218 30 820 0 97 12 320 0 6 c) AED excursion 136 24 Envelope loss/gain 2618 3188 924 435 12 a) Infiltration b) Room ventilation 682 0 220 0 244 0 78 0 13 Internal gains: Occupants @ 230 Appliances/ other 1 230 0 0 0 0 Subtotal ( Imes 6 to 13) 3300 3637 1167 513 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 0 % 0 % 0 0 0 3300 0 0 0 0 3637 0 0 % 0 % 0 0 0 1167 0 0 0 0 513 0 Total room load Air required (cfm) I 1 3300 11603637 166 1167 57 513 23 Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed 1- 11- 2018-Jul-19 08 21 28 Right- Suile® Universal 2018 18.0.13 RSU24011ACCA Page2brookeCaptivaGLW\ Lo181ThornbrookeCaplrvaGLW rup Calc = MJ8 House laces: W 1 DEL -AIR Right-M Worksheet MUM -=COM 1T107M Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3653 Web WWW.DELAIR COM Job: Lot8lThorn brookeCaptivaG... Date: 7/18/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area M. Wc 0 It 9. 3 it heat/cool 3. 5 x 6.5 It 22. 8 Ile M. Wic 0 It 9. 3 It heat/cool 1. 0 x 48.0 1t 48. 0 ftz Ty Construction number U- value Bluh/ Ilz °F) Or HTM 131uh/ I12) Area ( 119 or perimeter (It) Load Btuh) Area ( ftq or perimeter (it) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vj! 1 12C- Osw 2A- 2ov 0. 091 0. 340 n n 2. 56 9. 55 2. 81 1240 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A- 2ocs 2A- 2ov 0. 201 0. 340 n n 5. 65 9. 55 4. 29 12. 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W 16A-30ad 0.032 n 0.90 2.37 0 0 0 0 0 0 0 0 12C- Osw 2A- 2ov 2B- 21v 0. 091 0. 340 0. 340 e e e 256 955 955 2. 81 35. 69 35. 69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1- 13A- 2ocs 2A- 2omd 2A- 2ov 0. 201 0. 580 0_ 340 0. 091 0 340 a a e s s 5. 65 16. 30 9 55 2. 56 9. 55 4. 29 18. 38 35_ 69 0 0 0 0 0 0 0 0 00 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 Y- G 12C- 0sw 2A- 2ov 2. 81 12. 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A- 2ocs 2A- 2ov 0. 201 0. 340 s s 5. 65 9. 55 4. 29 1240 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Uf D 13A- 2ocs 11 DO 0. 201 0. 390 sw sw 5. 65 10. 96 4. 29 11. 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C- 0sw 2A- 2ov 2A- 2ov 0. 091 0. 340 0. 340 w w w 2. 56 9. 55 9. 55 2. 81 35. 69 35. 69 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 13A-2ocs 0.201 w 5.65 4.29 0 0 0 0 0 0 0 0 R I- p 12C- Osw 11 DO 0. 091 0. 390 n 2. 56 10. 96 1. 72 11. 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 073 1 40 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.40 070 0 0 0 0 0 0 0 0 F 22A-Ipl 0.989 2779 0.00 23 0 0 0 48 0 0 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 Internal gains- Occupants @ 230 Appliances/ other 0 0 1 0 0 1 Subtotal ( lines 6 to 13) 0 1 0 1 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 0 % 0%1 0 0 0 0 0 0 0 0 1 0 0% 0 0 0 0 0 0 0 1 Total room load Air required (cim) 0 0 1 0 0 0 1 0 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed c fk- wrigF.tsoR- 2018-Jul-19 08 21 28 ACCA " ' Right -Suite® Universal 2016 18.0.13 RSU24011 Page 3 brookeCaplivaGLW\ Lo181ThornbrookeCaplivaGLW rup Calc = MJ8 House laces W DEL -AIR Right-J® Worksheet H T=-°°' Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY. SANFORD, FL 32771 Phone- 407-333-2665 Fax: 407-333-3853 Web- WWW DELAIR.COM Job: Lot8lThorn brookeCaptivaG... Date: 7/18/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Laundry 65 it 9. 3 It heat/cool 65 x 6.5 It 42. 3 112 Kitchen 11. 4 It 9. 3 it heat/cool 1 0 x 134.4 It 134 4 fiz Ty Construction number U- value Btuhlfiz° F) Or HTM Btuh/ Itq Area ( f12) or perimeter (11) Load Bluh) Area ( fig or perimeter (It) Load Btuh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 Vf/ I 12C- Osw 2A- 2ov 0. 091 0. 340 n n 2. 56 9. 55 2. 81 12. 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A- 2ocs 2A- 2ov 0. 201 0 340 n n 5. 65 9. 55 4. 29 12. 40 0 0 0 0 0 0 0 0 107 0 107 0 606 0 460 0 11 W 16A-30ad 0.032 n 0.90 2.37 0 0 0 0 0 0 0 0 12C- Osw 2A- 2ov 2B- 2tv 0. 091 0. 340 0. 340 a a a 2. 56 9. 55 9. 55 2. 81 35. 69 35. 69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A- 2ocs 2A- 2omd 2A- 2ov 0. 201 0. 580 0_ 040 a a a 5. 65 16. 30 4. 29 18. 38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VI/ Y- G12C- Osw 2A- 2ov 0. 091 0. 340 s s 2. 56 9. 55 2. 81 12. 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ G 13A- 20cs 2A- 2ov 0. 201 0. 340 s s 5. 65 9. 55 4. 29 12. 40 60 0 60 0 341 0 259 0 0 0 0 0 0 0 0 0 Vj/ D 13A- 2ocs 11 DO 0. 201 0. 390 sw sw 5. 65 10. 96 4. 29 11. 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C- Osw 2A- 2ov 2A- 2ov 0. 091 0. 340 0. 340 w w w 2. 56 9. 55 9. 55 2. 81 35. 69 35_ 69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 W 13A-2ocs am w 5.65 4.29 0 0 0 0 0 0 0 0 R D 12C- Osw 11 DO 0. 091 0. 390 n 2. 56 10. 96 1. 72 11. 88 0 0 0 0 0 0 0 0 131 0 131 0 335 0 226 0 C 16B-38ad 0.026 0.73 1.40 0 0 0 0 0 0 0 0 F 2OP-191 T050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.79 0.00 42 7 181 0 134 11 317 0 6 c) AED excursion 41 88 Envelope loss/gain 522 219 1258 598 12 a) Infiltration b) Room ventilation 138 0 44 0 245 0 79 0 13 Internal gains. Occupants @ 230 Appliances/ other 0 0 600 0 0 1200 Subtotal ( lines 6 to 13) 660 863 1503 1877 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 0% 0% 0 0 0 660 0 0 0 0 863 0 0% 0% 0 0 0 1503 01 0 0 0 1877 0 Total room load Au required (cim) 660 32 863 39 1503 73 1877 86 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed F} f- w2018-Jul-1908:2128 s1GCA r Right - Suite® Universal 2018 18 0 13 RSU24011 Page 4 brookeCaptivaGLW\Lol8IThornbrookeCaptivaGLW. rup Calc = MJS House laces W 2ZDEL--AIR Right-M Worksheet M'" -=C0"=0M"° Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web WWW.DELAIR COM Job: Lot8lThorn brookeCaptivaG... Date: 7/18/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Dining 13. 8 It 9. 3 It heat/cool 1. 0 x 301 3 It 301. 3 R2 Pwdr 12. 5 It 93 It heat/cool 6. 5 x 6.0 It 39. 0 ft2 Ty Construction number U- value Bluh/ ft2-*F) Or HTM Btuh/ ftz) Area ( 119 or perimeter (h) Load BIt h) Area ( w) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V/ G 12C- Osw 2A- 2ov 0. 091 0. 340 n n 2. 56 955 2. 81 1240 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W l-' 13A- 2ocs 2A- 2ov 0. 201 0. 340 n n 565 955 429 12. 40 93 39 55 0 309 368 235 478 0 0 0 0 0 0 0 0 11 W 16A-30ad 0.032 n 0.90 2.37 0 0 0 0 0 0 0 0 V+/ EGG 12C- Osw 2A- 2ov 2B- 2fv 0. 091 0. 340 0. 340 a a a 2. 56 9. 55 9. 55 2. 81 3569 3569 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A- 20cs 2A- 2omd 2A- v 0. 201 0. 580 0. 340 a a a 5. 65 16. 30 9.$. 5 429 18. 38 35_ 69 2. 81 12. 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vl/ 1- G 12C- Osw 2A- 2ov 0. 091 0. 340 s s 2. 56 9. 55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W I- C 13A- 2ocs 2A- 2ov 0. 201 0. 340 s s 5. 65 9. 55 4. 29 12. 40 0 0 0 0 0 0 0 0 56 9 47 9 264 87 200 113 UjJ D 13A- 20cs 1100 12C- Osw 2A- 2ov 2A- 2ov 0201 0. 390 0. 091 0. 340 0. 340 sw sw w w w 5. 65 10. 96 2. 56 9. 55 9. 55 4. 29 11. 88 2. 81 35. 69 356 36 2323 0 0 0 13 0 0 0 74 256 56 277 0 0 0 0 0 0 0 0 LLL------ GGG 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 565 429 0 0 0 0 60 60 341 259 R D 12C- 0sw 11D0 0. 091 0. 390 n 256 10. 96 1. 72 1188 89 22 67 22 172 241 116 261 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.73 1.40 22 22 16 30 20 20 14 27 F 2OP-191 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.79 0.00 301 14 384 0 39 13 347 0 6 c) AED excursion 80 26 Envelope loss/gain 1821 1374 1054 574 12 a) Infiltration b) Room ventilation 296 0 95 0 265 0 a5 0 13 Internal gains Occupants @ 230 Appliances/ other 1 230 0 0 0 0 Subtotal ( lines 6 to 13) 2116 1699 1319 659 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 0 % 0%1 0 0 0 2116 0 0 0 0 1699 0 0 % 0%1 0 0 0 1319 01 0 0 0 659 0 Total room load Au required (cfm) 2116 103 1699 78 1319 64 659 30 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed f wrigF tsoPt- 2018-Jul-19 08:21 28 ACGP. "" '-""""'- Right - Buda® Universal 2018 18 0 13 RSU24011 Page 5 brookeCaptivaGLW\ Lot8lThornbrookeCaptivaGLW rup Calc = MJ8 House laces: W DEL --AIR Right-J® Worksheet TIMI.01 CONUM011 "° Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web. WWW.DELAIR.COM Job: Lot8lThorn brookeCaptivaG... Date: 7/18/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Open to Below 32. 0 It 9. 0 it heal1cool 15. 0 x 17.0 It 255. 0 f12 Bdrm 2 26. 0 it 9. 0 it heal/cool 15. 0 x 11.0 it 165. 0 Itz Ty Construction number U- value Bluh/ flz °F) Or HTM Bluh/ fig Area ( fig or perimeter (II) Load Btuh) Area ( fig or perimeter (11) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 Vfl l 12C- Osw 2A- 2ov 0. 091 0. 340 n n 2. 56 9. 55 281 12. 40 153 0 153 0 391 0 430 0 0 0 0 0 0 0 0 0 G 13A- 20cs 2A- 2ov 0. 201 0. 340 n n 5. 65 9 55 4. 29 12. 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W 16A-30ad 0.032 n 0 90 2.37 0 0 0 0 0 0 0 0 12C- Osw 2A- 2ov 2B- 21v 0. 091 0. 340 0. 340 a e a 2. 56 955 9. 55 2. 81 35. 69 35. 69 135 0 40 95 0 0 243 0 382 267 0 1428 135 30 0 105 0 0 268 287 0 295 1071 0 13A- 2ocs 2A- 2omd 2A_ 2ov 0. 201 0. 580 0- 4Q e a n 5 65 16. 30 0_ 55 4. 29 18. 38 a5_ 69 0 0 p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl t-- G 12C- Osw 2A- 2ov 0. 091 0. 340 s s 2. 56 9. 55 2. 81 12. 40 0 0 0 0 0 0 0 0 99 0 99 0 253 0 278 0 yJ L--- G 13A- 2ocs 2A- 2ov 0. 201 0. 340 s s 5. 65 9. 55 4. 29 1240 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y! D 13A- 2ocs 11 DO 0. 201 0 390 sw sw 5. 65 10. 96 4. 29 11. 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CGG 12C- Osw 2A- 2ov 2A- 2ov 0. 091 0. 340 0. 340 w w w 2. 56 9. 55 9. 55 281 35. 69 35. 69 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 13A-2ocs 0201 w 5.65 4.29 0 0 0 0 0 0 0 0 R L- D 12C- Osw 11 DO 0. 091 0. 390 n 2. 56 10. 96 1. 72 11. 86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-38ad 0 026 0.73 1.40 255 255 186 358 165 165 121 231 F 2OP-191 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A-Ipl 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 82 60 Envelope loss/gain 1203 2564 929 1936 12 a) Infiltration b) Room ventilation 656 0 211 0 533 0 172 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 1859 2776 1462 2107 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 20% 2%9% 0 0 0 1859 380 0 0 0 2776 808 2O% 29% 0 0 0 1462 298 0 0 0 2107 613 Total room load Air required ( clm) 2238 109 3593 164 1761 85 2721 124 Calculations woroved by ACCA to meet all reauirements of Manual J 8th Ed 4-- 2018- Jul-19 08:21:28 01-1 '-• •- • ^-•• Right -Suite® Universal 2018 18.0.13 RSU24011 Page 6 brook eCapt vaGLW\Lo181ThornbrookeCapt vaGLW.rup Calc = MJ8 House laces. W R16°'"°DELAIR Right-M Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot 81ThombrookeCaptivaG... Date: 7/18/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Bth 2 8.5 If 9.0 It heat/cool 6.6 x 8.5 It 56.0 ft2 Loft 24.5 If 9.0 It heaYcool 1.0 x 420.5 It 420.5 ftz Ty Construction number U-value Bluh/ftZ°F) Or HTM Bluh/It2) Area (112) or perimeter ((I) Load Bluh) Area (Its or perimeter (Il) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VjJ I-( 12C-Osw 2A-2ov 0.091 0.340 n n 2.56 9.55 2.81 12.40 0 0 0 0 0 0 0 0 99 30 69 0 176 287 194 372 13A-2ocs 2A-2ov 0.201 0.340 n n 5.65 9.55 4.29 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W 16A-30ad 0.032 n 0.90 2.37 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2B-2Iv 0.091 0.340 0.340 a a a 2.56 9.55 9.55 2.81 35.69 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-29v 0.201 0.580 0_340 a a a 5.65 16.30 g_55 2.56 9.55 4.29 18 38 35_69 2.81 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V)! G 12C-Osw 2A-2ov 0.091 0.340 s s 77 6 71 6 180 57 198 74 63 0 63 0 16i 0 177 0 yJ G 13A-2ocs 2A-2ov 0.201 0.340 s s 5.65 9.55 4.29 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V)I 0 13A-2ocs 11 DO 0.201 0.390 sw 5.65 10.96 4.29 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L12C- Osw GG 2A-2ov 2A-2ov 0.091 0.340 0.340 sw w w w 2.56 9.55 9.55 2.81 35.69 35.69 0 0 0 0 0 0 0 0 0 0 0 0 59 0 0 59 0 0 150 0 0 164 0 0 W 13A-2ocs 0.201 w 5.654.29 0 0 0 0 0 0 0 0 q D 12C- Osw 11 DO 0. 091 0. 390 n 2. 56 10. 96 1. 72 11. 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.73 1.40 55 55 40 77 421 421 307 590 F 2OP-19t 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 16 75 Envelope loss/gain 278 334 1081 1423 12 a) Infiltration b) Room ventilation 174 0 56 0 502 0 162 0 13 Internal gains. Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 452 390 1583 1585 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 209% 29% 0 0 0 452 92 0 0 0 390 113 20% 1 29% 0 0 0 1583 323 0 0 0 1585 461 Total room load Au required (cfm) 545 26 503 23 1907 93 2046 94 Calculations aDoroved by ACCA to meet all requirements of Manual J 8th Ed wrGghtsoft- 2018-Jul-19 08 21:28 Right- SuileO Universal 2018 18 0 13 RSU24011 Page 7 brookeCaptivaGLW\ Lof81ThornbrookeCapt ivaGLW.rup Catc = MJ8 House laces. W jQDEL-AIR Right-J® Worksheet KEffTM-°°1 ffWX ° Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web WWW.DELAIR COM Job: Lot8lThorn brookeCaptivaG... Date: 7/18/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Bdrm 3 22. 0 It 9. 0 If heal/cool 11. 5 x 10.5 It 120. 8 112 Bdrm 3 W is 5. 5 it 9. 0 It heat/cool 5. 5 x 5.0 It 27. 5 f12 Ty Construction number U- value BtutVlt2-' F) Or HTM Bluhlfig Area ( fig or perimeter (ft) Load 81uh) Area ( 112) or perimeter (II) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V/ C 12C- Osw 2A- 2ov 0. 091 0. 340 n n 2. 56 9. 55 2. 81 12. 40 95 15 80 0 203 143 223 186 0 0 0 0 0 0 0 0 13A- 2ocs 2A- 2ov 0. 201 0. 340 n n 5. 65 9. 55 4. 29 12. 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W 16A-30ad 0.032 n 0.90 2.37 0 0 0 0 0 0 0 0 12C- 0sw 2A- 2ov 2B- 2fv 0. 091 0. 340 0. 340 a a a 2. 56 9. 55 9. 55 2. 81 35. 69 35. 69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A- 2ocs 2A- 2omd 2A_ 2ov 0. 201 0. 580 0. 340 a a e 5. 65 16. 30 9_ 55 4. 29 18. 38 5$ 9 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V G 12C- 0sw 2A- 2ov 0. 091 0. 340 s s 2. 56 9. 55 2. 81 12. 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ t- G 13A- 2ocs 2A- 2ov 0. 201 0. 340 s s 5. 65 9. 55 4 29 1240 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 0 13A- 2ocs 11 DO 0. 201 0. 390 sw sw 5. 65 10. 96 4. 29 11. 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 L-- C 12C- 0sw 2A- 2ov 2A- 2ov 0. 091 0. 340 0. 340 w w w 2. 56 9. 55 9. 55 2. 81 35. 69 35. 69 104 0 15 89 0 0 226 0 143 249 0 535 50 0 0 50 0 0 127 0 0 139 0 0 W 13A-2ocs 0.201 w 5.65 4.29 0 0 0 0 0 0 0 0 R D 12C- 0sw 11 DO 0. 091 0. 390 n 2. 56 10. 96 1. 72 11. 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.73 1.40 121 121 88 169 28 28 20 39 F 2OP-191 0.050 1.40 0.70 1 1 1 0 6 6 8 4 F 22A-tpl 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 137 10 Envelope loss gain 805 1500 155 172 12 a) Infiltration b) Room ventilation 451 0 145 0 113 0 36 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 1256 1646 268 208 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 209% 299% 0 0 0 1256 256 0 0 0 1646 479 209% 29/ 0 0 0 268 55 0 0 0 208 61 Total room load Air required (clm) 1513 73 2124 97 322 16 269 12 Calculations awroved by ACCA to meet all reauirements of Manual J 8th Ed f wrigF tsoft- G2018- Jul- 19 08 21 28 AE. "' "' - Right - Suite® Universal 2018 18 0 13 RSU24071 Page 8 brookeCaplivaGLW\Lol8lThornbrookeCaptivaGLW rup Calc - MJ8 House laces: W QDEL--AIR Right-M Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot8lThornbtoo keCaptivaG... Date: 7/18/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BIh 3 18. 5 It 9. 0 It heat/cool 6. 5 x 12 0 It 78. 0 ft2 Ty Construction number U- value BtuI1/ IIL*F) Or HTM Btuh/ 112) Area ( 112) or perimeter (ft) Load Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yJ 12C-0sw 2A- 2ov, 0. 091 0. 340 n n 2. 56 9. 55 2. 81 12. 40 0 0 0 0 0 0 0 0 13A- 2ocs 2A- 2ov 0. 201 0. 340 n n 5. 65 9. 55 4. 29 12. 40 0 0 0 0 0 0 0 0 11 W 16A-30ad 0.032 n 6.- 0 2.37 0 0 0 0 V)/ 12C-0sw 2A- 2ov 213- 21v 0. 091 0. 340 0. 340 a a a 2. 56 9. 55 9. 55 2. 81 35. 69 35. 69 0 0 0 0 0 0 0 0 0 0 0 0 I-GG 13A- 2ocs 2A- 2omd 2A- 2pv 0. 201 0. 580 0. 340 a a Q 5. 65 16. 30 9L 4. 29 18. 38 5 sQ0 0 0 0 0 0 0 0 0 0 0 0 t- G2A-2ov 12C- Osw 0.091 0. 340 s s 2. 56 955 2. 81 12. 40 108 0 108 0 276 0 304 0 1y G 13A- 2ocs 2A- 2ov 0. 201 0. 340 s s 5. 65 9. 55 4. 29 12. 40 0 0 0 0 0 0 0 0 y/ t- D 13A- 2ocs 11DO 0. 201 0_ 390 sw sw 5. 65 10. 96 4. 29 1188 0 0 0 0 0 0 0 0 i12C- Gsw 2A- 2ov 2A- 2ov 0. 091w 0. 340 0. 340 w w 2. 56 9. 55 9. 55 2. 81 3569 35. 69 59 8 0 51 0 0 129 76 0 142 286 0 W 13A-2ocs 0.201 w 5.65 4.29 0 0 0 0 R L- D 12C- 0sw 11 DO 0. 091 0. 390 n 2. 56 10. 96 1. 72 11. 88 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.73 1.40 78 78 57 109 F 20P-19t 0.050 1.40 0.70 0 0 0 0 F 22A-tpl 0.989 27.79 0.00 0 0 0 0 6 c) AED excursion 90 Envelope loss/gain 539 930 12 a) Infiltration b) Room ventilation 379 0 122 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 Subtotal ( lines 6 to 13) 918 1052 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 209% 29% 0 0 0 918 187 0 0 0 1052 306 Total room load Air required (clm) 1106 54 1358 62 Calculations aDDroved by ACCA to meet all reouirements of Manual J 8th Ed ffa- 2018-Jul-19 08:21:28 Right - Suite® Universal 2018 18.0.13 RSU24011A( CApageybrook eCapt ivaGLW\Lot8lThornbrookeCaptivaGLW.rup Calc = MJ8 House faces: W 1' DEL -AIR Duct System Summary Job: LotB1ThornbrookeCapti... Date: 7/18/18 AMO - = C0NDm0NMO Entire House By: JA DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax 407.333-3853 Web: WWW.DELAIR.COM For: Taylor Morrison 471 Rocky Grove Lane, Sanford, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H 20 0.120 / 0.120 in H 20 0.139 in/100ft 1140 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.139 in/100ft 1140 cfm 172 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdrm 2 c 2721 85 124 0.292 7.0 Ox 0 VIFx 12.2 70.0 Bdrm 3 c 2124 73 97 0.259 6.0 Ox 0 VIFx 22.8 70.0 Bdrm 3 Wic h 322 16 12 0.265 4.0 Ox 0 VIFx 20.6 70.0 Blh 2 h 545 26 23 0.316 4.0 Ox 0 VIFx 5.9 70.0 Blh 3 c 1358 54 62 0.295 5.0 Ox 0 VIFx 11.3 70.0 Dining h 2116 103 78 0.181 7.0 Ox 0 VIFx 42.3 90.0 st1 Family/Great rm h 4023 195 140 0.139 8.0 Ox 0 VIFx 67.3 105.0 st2 Kitchen c 1877 73 86 0.183 6.0 Ox0 VIFx 41.0 90.0 st1 Laundry c 863 32 39 0.191 4.0 Ox 0 VIFx 35.6 90.0 st1 Loft c 2046 93 94 0.272 7.0 Ox 0 VIFx 18.4 70.0 M.Blh h 1167 57 23 0.180 5.0 Ox 0 VIFx 43.1 90.0 st1 M.Wc c 1 0 0 0.142 4.0 Ox 0 VIFx 64.5 105.0 st2 M.Wic c 1 0 0 0.181 4.0 Ox0 VIFx 42.3 90.0 st1 Master bdrm c 3637 160 166 0.144 8.0 Ox 0 VIFx 61.1 105.0 st2 Open to Below C 3583 109 164 0.254 7.0 Ox 0 VIFx 24.6 70.0 Pwdr h 1319 64 30 0.193 5.0 Ox 0 VIFx 34.4 90.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 356 307 0.139 453 12.0 0 x 0 VinlFlx SO SO Peak AVF 684 563 0.139 640 14.0 0 x 0 VinlFlx 1 wrightsoft- 2018-Jul•19 08 21 29 Right-SuileO Universal 2018 18 0 13 RSU24011 Page 1 14CC' % . brookeCapt rvaGLW\Lot81ThornbrookeCapt ivaGLW.rup Calc = MJ8 House laces: W Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1140 1140 0 0 0 0 Ox 0 VIFx wrightsoft- 2018-Jul-19 08 21:29 fi •...- Right-Suile® Universal 2018 18 0 13 RSU24011 Page 2 ACC..brookeCaptivaGLW\Lol81ThornbrookeCaptivaGLW.rup Calc = MJ8 House laces: W 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lol8lThorn brookeCaptivaGLW Builder Name- Taylor Morrison Street: 471 Rocky Grove Lane Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. 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 an dropped ceiling/soffit ypp9 /soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the lop 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 unvenled crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/ tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/ phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or cemloncis. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 7/ 19/2018 8:18 AM 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, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 7/19/20t8 8:18 27 AM 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: Lo181Thorn brookeCaptivaGLW Builder Name. Taylor Morrison Street: 471 Rocky Grove Lane Permit Office - City, Stale, Zip: Sanford , FL , 32771 Permit Number Design Location: FL, Orlando Jurisdiction- 691500 Cond Floor Area:. 1989 sq ft. Cond. Volume: 18299 cu ft Envelope Leakage Test Results Regression Data: C n: Sinole 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 third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing. 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and Flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3 Interior doors, if installed at the time of the test, shall be open; 4 Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: 7/ 19/2018 8 18 AM 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: EnergyGauge® USA - FlaRes2017 - Section R405 4 1 Compliant Software Z OFNE S yT, g7A 0 Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 471 Rocky Grove Lane Permit Number: Sanford , FL , 32771 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(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 lest, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have light -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 leak agdNindows, 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. 7/19/2018 8.18 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 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). Al 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 lest 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage lest 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 lhermosiphon circulation systems shall be prohibited Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heal trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 7/19/2018 8.18 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60'C) R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal, and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2 No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2 8 cfm/watt Any For St. 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 7/19/2018 8.18 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403 7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions. 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1 15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or healing 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: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'17 (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 healer, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors 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 healing, 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. 7/19/2018 8-18 AM EnergyGaugeO USA - FlaRes2017 - FBC 6lh Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heal pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A lest 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 (Mandatorype energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 7/19/2018 8 18 AM EnergyGauge© USA - FlaRes2017 - FBC 6lh Edition (2017) Complia Page 5 of 5 WINDOW SCHEDW NE WINDOW WIDTI towwoow • •---., v Y a Dto w da% wsfa_________________ • 142'%12' A/C Stab p 4 tu IIr cewtandwUNAI va-I B Bulider Mln. Oz Nww mew "'r:`•`'" , :.e' Fron Vnll I A/c Irw.•.c 3 ` to I Im rrvr 1 I z_ v W&' Zs10 sl I r aN I PAD IqN[., GG IEI6T PR,aRi O k\ II I 3 w !CW vpw er I I :ea " YO°7Y]ION a G c t W54 r+oA IrwwRa Z fro wanl fl O ul I ..o OI O— MWAZ MWA Lj Q NOW 5M IAL{A,01 — • • r LLMF iIJ I U (n C p neo.a,E SFss ICAMa ! g m IF IRRAnNl alrr slNtl s; 2 140 I OWNER- 5 I. ctl I vuwu rm rSL 1L D® IU10M2 u.t+ra, % I owraelswtrE I ra•.a1..aan g Pn1- i laa! ." .J-.Pal- •I a. Qa>.... > GI17N61BIG ROOM 12, 6[Cd •ud {rr-r J- 125 e-sn•..au[ / I I 2. 12 rap p• I r 7 11, • 3' bath duct o i 1 z. 12 rap O 2 to roof or wall §I: p '• ID. } 12. 6[Cd r-y yTe 12' y MTM © 3' bath duct 165 I I y cap w/fan ,; --- a _— 1, 1i rn m Q Q Q Q IL11atone696RNB — ;}a s to wall cap Z 3 w/fan o Nutone 696RNB N ao m co DIMGROOM1 . . w > z \ CO 1 u W W FCU 'O CO LOFT D 24.1tlrnGetIRS 1- 5• So c 7. U% r_TWIa/tlryer—t bov 12"69tlQIr. e I • — 14 12K12 rapeTM' ' i i ai s ". cd 3' bath duct J. • i 6• a. e56 ,• tl 6• '•a' to wall cap q 1• ctl 0°6 1 ctl o 9 aT+ 5']D6 r w/fan Q 3 a Ia, xu ,•Nutone 696RNB 3 i 111 ri,9 a y. I r-r •u- L 10 t 1. I 1h I 8.4 1 1 r_____1 O I a"e I p 30 TDN V/5KV e2r0v IPN I t :O ZO y YitI 1e. 13 d.n I W r--==>•, 0 I piatr , by I FC- 1 _ stole1/B'• 1'0' I ' 1- r onsrer tlucts/grades shedco•• In pllance •Ith Y O I I I I I 2CAR GkR" Ids Residential luadlnp Code - M16024 0 0 N I _ ______lalsnced Return —, ptbns 1-3 0 1 to " ace I ladder wit d—, . h.bt.bted 1 Inch Q Q. ldllc.t pn doors to habltrblr rooms. a-, >V I ' 1AL f7 wz•ID"eelL __________ ' 0 Z J F D1 CL_ 0 I I Q Q Q 2 3= i H U CO I I 1 mat I mbelne p 1 t I I 1 ` T1 Z n.. No. a• ..«r.w.m , O } CID J Z o w 3 F- Q Oz:) Q w Must have ninun clearance of 4 Inches around the air handler per the State ergy code. All duct has an r=6 Insulation value. m IL J V) 0 0 lrZiMWNi1fIG'EUTHE S-i MOOR • _ - Aw Lilt v laTCFMN MASTER E °- E --' - ' f _ '• i - BATH POWLYER i - BATH o 77-1TAYLOR' MORRISON THORNBROOKE S.F. _ LOT 81 HOUSE TYPE: CAPTIVA 1ST FLOOR TAYLOR MORRISON THORNSROOKE S.F. LOT 81 HOUSE TYPE: CAPTIVA i 2ND FLOOR S _ Sir Z BATH 2 t - t t - - _ , - t- : - _ 7 • f VAC/ - t , ' ' " i A l SAl+l 3 Lev 3° WAS[ESTACK FROM 2NU FCpOA 7EWlNA7Wq TO ThE lM F[OOR RECORD COPY DESCRIPTION AS FURNISHED: Lot 81, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. TRACT J OPEN SPACE/RECREATION N 00014'55" W 40.00' 26.80' 34.80' 16.0' A/ LANAI 5.00' 30.0' LOT 81 PROPOSED RESIDENCE MODEL: CAPTIVA ELEV — INCLUDED 2 CAR GARAGE LEFT 0 O LOT 80 0. ENTRY h 5.0' co IT co 8. 7' of 5.00' 21.3 7 I DRIVE WALK IJ 25.20 5.20' 17 10' UTIL. ESMT. ORD v- • I • Zs P`UE10F 5.00, Ok to construct single family home with setbacks and impervious area shown on plan. C or+i al 12-1- l7 90 / S.&? O p L07 82 5.00' CO U) CRP-CLJ1--159_26'----- —r--- 0 WALK z \ CURB ry1h N 00014'55" W 40.00' ROCKY CRO VE' LAND' 50' UTIL. AND ACCESS R/W) 00 9 PROPOSED FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW LOT GRADING TYPE B PROPOSED F.F. PER PLANS - 23.3' } PROPOSED GRADE PER CONSTRUCTION PLAN ++ on LOT = 4,800 SO. FT LIVING = 1, 156 SO. FT. GARAGE = 451 SO.FT. ENTRY = 74 SOFT. LANAI = 128 SO. FT. BREEZEWAY = N/A SOFT DRIVEWAY - 403 SO FT A/C PAD = 12 SO.FT. WALKWAY = 75 SO. FT. IMPERVIOUS= 47.9 R 2,300 SOFT. Son = 7 inn SO.FT. R/W 440 SO.FT. APRON 110 SOFT PLOT PLAN ONLY* NOT A SURVEY) PROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN AND/OR INSTRUCTIONS PER BUILDING SETBACKS: FRONT 25' REAR = 15' SIDE = 5.0' SIDE CORNER a 10' SIDEWALK 200 131 SO.FT SOFT. TOTAL AREAS, AREA = 5.240 DRIVEWAY = 513 SIDEWALK = 275 SO.FT. SO. FT. SO.FT. CLIENT(NOT FIELD VERIFIED) I SOD 2,630 SO. FT. CRUSENME'YER -SCOTT ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT Pal. POINT ON LINO NOTES., FIP. FIELDIRON PIPE 7YP. PAL TYPICALPOINTDT REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF IR IRON ROD PE.C. POINT DT COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TD SECTION s72,027, FLORIOA STATUES C.IL CONCRETE HORIMENT RAM RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORICWAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VAUD. SET IA. 1/2' IR ./OLD 4396 Mt. NON -RADIAL 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS RCC. P.O.B. RECOVERED POINT OF B[GINNIM W.P. CAUL VITNESS POIM CALCULA OR EASEMENTS THAT AFFECT THIS PROPERTY. 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. P.O.C. f POINT OF CDMMCNCENCNT CENTERLINE PRMFF. PERMANENT REFERCNCC MONUMENT FINISHED FI.DOR ELEVATION S, THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TD AND SHOULD NOT BE RCUED UPON BY ANY OTHER ENTITY NLD NAIL L DISK BSL BUILDING SETBACK LINE D, DIMENSIONS SHOWN FOR ME LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/V RIGHT-OF-VAY BA BENCHMARK 7, BEARINGS, ARE JKSFD ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BFARINO (B.B.) ESMT. EASEMENT 03. BASE BEARING e. ELEVATIONS, IF SHOWN, AITE BASED ON NATIONAL GEODETIC DATUM OF 1929, UNLESS OTHERWISE NOTED. DRAIN. UTIL. DRAINAGEUTILITY B. CEACATE OF AUTHORIZATION N. 4301LMCHAINCLFC. LINK FENCE VDFC. C/B VOOD FENCE CONCRETE BLOCK SCALE I— 1• 20 - DRAWN BY.• P.C. P.T. POINT OF CURVATURE PDINT IF TANGENCY CERTIFIED BY: ATE ORDER N0. DES[. DESCRIPTION PLOT PLAN 07-18-2018 4727-18 D ARADIUS DELTA C CHORD C.B. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES NOT LIE WITHIN -- •-- - ?— 317THEESTABLISHED100YEARFLOODPLANEASPER •FIRM• T RUSENM R, R.LS, / 1714 ZONE "C MAP I 12117C 00A F. JAMES W. SCOTT, R.LS 1 4801 STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 St Johns Pkwy STRADAN NEC 2011IFBC 107 SANFO 877-906-11-111313 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS MODEL: CAPTIVA BUILDER TAYLOR MORRISON SUBDIVISON VOLTIAMPS LARGEST LOAD' HEAT PUMPS W/SUPPLEMENTAL HEAT 1 9418 Includes Heat Pump and Heat Strips on together @100%. Square feet living areal 1989 3 voll/am s 5967 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 0 Cooktop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 misc misc TOTAL OTHER LOAD FIRST 10KVA@100% 10.000 REMAINDER @ 40 % 9027 LARGESTLOAD 9418 TOTAL LOAD 28 445 V.A./ SIZE RECOMMENDED I 150 SERVICE SIZE: 240VOLTS= 1 119 MINIMUM PER 150 NEC 32567 2 2.5 3 3.5 41 51 4032 10000 6500 5040 10000 6500 5280 10000 6500 6161 8000 5200 1 6888 8000 5200 1 8160 10000 6500 0 KW SETUP TON QTY KW 1.5 2990 5000 3250 0 2 4032 5000 3250 0 2.5 5040 5000 3250 0 3 5280 5000 3250 0 3.5 1 6168 5000 3250 9418 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 9418 POOL PREWIRES Lot AP1 S 30' I 2740,0 60 740_' 100 240 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. r lT t^ C) r'7 0 K CORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form J LDING Permit # # 18 _ SANFp( tD Project Location Address Captiva, Lot 81- 7 a Grove Ln. 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) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL20461-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.09 Sectional Windsor Garage Doors Sectional Ext. Door single & Dbl FL15080.113 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung 53 1/8"X72 Non -Impact FL17676.2, .9, .16 Horizontal Slider Casement Double Hun Fixed MI Windows FL18644.4 Awning Pass Through Projected Mullions MI Windows Mullions FL18504.2 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 FI-16544-113 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles CertainTeed Shingles FI-5444-1112 Underla ments InterWrap, Inc. Underlayment's FI-15216-113 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium MMI-2 Off Ridge Vent FL19567-Rl Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates ITW Building Componets Truss Plates FL1999-R6, .1 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels 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 ENGINEERING PACKAGE Builder: TAYLOR MORRISON Project: ;9A6/9A7 THORNBROOK Model/Building: 1198SE ------_—_-- —_--------- -_ ------- -- Lot Alt: 102A 1 Lot: 81 Block: i Unit: Address: JobNumber: N333547 Revision Date: New Load #: RB01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 Lw Weer STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES THIS DYG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED 11 TNUSS MIR. Strongback Bridging Guidelines for Roof Trusses Stronggback bridging for roof trusses is not a requirement of ANSi-TP1 1.2002 but it is a strongly recommended guideline by Carpenter Contractors of America. It serves the following two functions: 1) Bridging aligns the bottom chords after they are set so they are uniform along the ceiling line. This, in turn helps minimize wary 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 W 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 W inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO MALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MININMUM OF 2T6, AND SHALL BE ATTACHED WITH A MINIMUM OF THREE 160 COMMON OR (3) 0.131 13' GUN NAILS TO A 214 VERTICAL WEB MEMBER The graphic shown on this detail 1s for generic Illustrative purposes only. The exact location of strongback bridging will be specified by Carpenter Contractors of America. The use of strongback bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nailing requirements shown are consistent with ANSI/TPI 1.2002 for strongback bridging. N.T.S -Not To Scale) 6bebogBecBpBeltidsDetfiS6SB 6fLBBREPi1 E IR Design Crit: TPI.2002(STD)/FBC yiPLTTYP. Wave C RT-1.00 7.25 I0 0 7.31.11 a FL ] E Y.[Bn •• nano uau nravll uN 1. runurlu. u.Rla NIn1Y. u,rLlLlw .n Iutlu. TC LL PSF REF ROB1- 48351r• nl IrLUIs t Dart wan 1..•.,uru:, Ivu,Nu'n rn .uu .un L.mrrt1. m Nr. Lu rtmr inn ,n uu u.u, .L, m,ryl m. 1•. nw, aL rumli.i`. IN rt{o.ra '.Emir. •i nll..... . Inan LnItL1 WIN n rc..•.w,.a a,a ail nQlvna 1014ro TN GIN XU R INIp Lr LnLt•[• II. LC — I. •[IJ L.p Nrtr CMI) tr Ll [ 4 D TC DL PSF DATE 07 /28/09 DRN MCUSR081 09209399nr{uT Ln.aG uuD ttau:• g, E1/8 J' BC OL PSF ALPINE IMPOIITA NT••ru.^r L trr r Mp rllu n M I„r.wnr art -QN.Y rn n1. Pc. u••u r, 1:`ri.,..uoii.a.`i•n•I.c.'iuiii$i ion`a`•r:wi,. "" r \.D No.62212 }' BC LL PSF HC-ENG DR/DR AR36I[ll,• CI•IWe YET• .IR141[ IIDIIIIi,I 11 11, 14II1U1 .[III• Rt, ,r LfNLI LLD nl. Iry IG Drt. .Y..,n uu. tnu LP.0 f TOT. LD . PSF iTwaeDdnD R itQd O ou/ a l• Fftvl[.16ly. FL 11144 FL COA A0773 urn .0 •,..a .. Nn.nau d.Wul.) .ern au uu{ p, iui: ii iLG r.Q a nm ua, uauu I urvm Lr.ro •. nu .cue., nun I. ru ....... l I— I In.unn •. n.m r•uuu n lu Lwu u ra •.•u u r nnn•.I alc.>. . Q.. I...I I[IlU NNLUI{I MI`IYr .ILLIrt w u111Y i•,l t•.0•`[R. HIr BIN IL.IM I1LTQ 1n1. rl, It 1 T 0[f 1 IL.v, Nnan Pu unr*n l.a. ,. q STATE OF / 0 ••'C pf .' 11 .H1 Jul TOfryQLE DUR . FAC . FROM SPACING JREF- 1TT0081_Z18 Simpson Strong-Tie2 Wood Construction Connectors HU/HUC/HSUR/L i Hangers HU.HUC hangers may be installod on a inasonry;corh;retu wall as described below. Additionally, HU hangers wi h one flange concealed may n e installed similarly. HU and HUC products are heavy-duty face -mount joist hangers made from 14-gauge galvanized steel. The HUC is a concealed flange (face flanges turned in) version of the HU. HU is available with both Ranges concealed, provided the W dimension is 21As' or greater, at 100% of the table bad. Specify HUC. HU is available with one flange concealed when the W dimension is less than 2MG' at 100% of the table bad. Specify as an 'X' version and epecify flange_ to conceal. For any HU or HUC drown in this catalog, the user may subsulutc all FJcc na-L with 14' r 13." Titen1 2 sciL-ws Model ITN2-25134H). Follow all installation instructions and use the loads hnnl this rntnloa. Material: 14 gauge Finish: Galvanized; ZMAXa and stainless steel available Installation: Attach the hangars to concrele or GFCMU walls using hex -head Iiten'' 2 scralvs. Tten screws for GFCMU ('..' x 2?'1" — Model TTN2-2523zM and for concrete ('.•" z 11W — Model TTN2-251341-I) sre not provided :•nth the hangers. Drill the BSc' -diameter hole to the specified embedment depth plus W. Ahernatively, dnll the 3i4"- diameter hole to the specified embedment depth and blow it clean using compressed air. Caution: Oversized -diameter holes in the base material voll reduce or eliminate the mechanical interlock of the threads with the base material and W D reduce the anchor's bad capacity. f ifen Inslallauun fool Kits are available.1hey irk -Jude a lice" drill bit and hex -he ac driver bit (Model TTNT01-RC), a 346" x 4 W drill bit -s also aNmailable (Model . 4D618412). A minimum end and edge distance of 1 1h' is required. Options: Fcr skewed nangers use 75% of table uplift bad. If hanger width is greato thmi 3114u', then a So 80% of table download; otherwiso use 100% of table dak+tik)ad. Codes: See p.14 for Code Reference Key Chart Concealed flanges HUC410 Ph. fi rm_ HUC410Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall SIMPSON StTOAgZYe 279 Simpson Strong -Tie! Wood Construction Connectors Hangers (cont.) 0 fA O These products are evadable with additional corrosion protection. For more inlorrnation, see p. 18. SIMPSON Strong -Tie Model Na FastenersAllowable Loads (OF/SP) CodeGFCMUConcrete Standard Concealed GFCMU Titan* 2 Concrete Trten° 2 Joist Uplift 160) Down 100/125) Uplift 160) Down 100/125) Ret. HU26 HU26X 4) 'i:' x 1 z: 4) !." x 1-:" 2)10d x 1'h' 335 1,000 335 1.545 HU28 HU28X 6) !." x 1$: 6) !%' % 13:' 4) 10d x I W 545 1,500 760 2,400 HU210 HU21OX 8) !•%" x 1?: 8) i," x 13:" 4) 10d x 1 'h' 545 2,000 760 2.415 HU46 (Min.) HUC46 8) "1 x I 8)'%: x I V 4) 1Od common 760 2,000 760 3,200 HU46 (Max.) HUC46 12) , x 11i 02) :'i r i4: 6)10d common 1,135 3,000 1,135 1 3,950 HU26-2 (Min.) HUC26-2 8)'•%" x 14; 8) !:' x 14i 4)10d common 760 2,000 760 3,200 HU26-2 (Max.) HUC2&-2 12)'A x IV,' I 2) li" r 11 6)10d common 1,135 3,000 1,135 3,950 HU48 (Min.) HUC48 10) x 1 v, 00) "T x 11.- 4)10d common 760 2,500 760 3,725 HU48 (Max.) HUC48 14) :.' r 14, 4) 'A" r 1 14" 6)10d common 1,135 3,500 1.135 4,920 HU28.2 (Min.) HUC28-2 10) :'i x 1 W 10) '.4' x 11. 4) 10d common 760 2.500 760 3,725 HU28.2 (Max.) HUC28-2 14) Vi x 1.1: 14) Vi x 1W 6)10d common 1,135 3,500 1,135 4,920 HU410(Min.) HUG410 14)' "x11." 14)'ri r11i" 6)10dcommon 1,135 3,500 1,135 1 4,920 HU410 (Max.) HUG410 18) V," x 131, 18) :Y' . 11i' 10)10d common 1,800 4,500 1.800 4,920 HU210.2 (Man.) HUG210-2 14) :Y x 11 14) Vi x iW 6)10d common 1,135 3,500 1,135 4,920 HU210-2 (Max.) HUC21D•2 18) r 11'f' 1 Ill LS" x i 1, 10)10d common 1,800 4,500 1,800 5,085 HU28X Skew 45' Not ava lable) 6) 1.4" x 134a 6) ' :' a 1 ?4' 4)10d x 1 ''h' 670 into 670 2,400 HSUL/R26-2 HSULIRC26-2 12) •i x i•1: 02):'i r1): 4)16dx2W 900 3,000 900 3,135 HU2 -2 HUC24-2 4) !•:" x 235' 4) !%: 114 2)10d common 380 1,000 380 1,545 HU212 HI1212i: 10) IA x 2-V," 10) l'+' x 1 V,(6)10d x I W 1.135 2.500 1,135 2,665 HU214 HI1214 12) :: r J1+ 12) V" x 11: 6) 10d x I le 1,135 2,665 1,135 2,665 141126-2 (Min.) HUC26-2 0.4m.) 8) '%." x 2v' 8)'%: x 1 i," 4)10d common 760 2,000 160 3,200 HU26-2 (Max.) HUC26-2 (Max.) 12) :'i x 24i 12) :': x i 1i' 6)10d common 1,135 3,000 1,135 3.950 170 HU26-3 (Min.) HUC26-3 (Min.) 8) !:" x 2?': 9) !':' x 145" 4)10d common 760 2,000 760 3,200 HU26-3 (Max.) IIUC26-3 (Max.) 12)', x 21: 12) x 14. 6)10d common 1,135 3,000 1.135 3,950 HU28-2 (Mm.) HUC28-2 (Min.) 10)Y. 2V," 10) 7i x I W 4)10d common 760 2,500 760 3,725 HU28-2 (Max.) HUC28-2 (Max.) 14) /." x 21; 14) ::' x 11': 6) 10d common 1.135 3,500 1,135 4.920 lIU210.2 (Min.) HUC210-2 (Min.) 14) :',' x 215^ 14) Vi x 1 W 6) 10d common 1,135 3.500 1,135 4,920 HU210.2 (Max.) HUC210-2 (Max.) 18) V. x 21;^ 18)','4"x 1 ii" 10)10d common 1,800 4,500 1,800 5,085 HU210-3 (Min.) HUG210-3 (Min.) 14)'A' x 2'. 14) "V r. 11',- 6)10d common 1,135 3,500 I'M 4,920 HU210-3 (Max.) HLIC210-3 (Max.) 18)''x 21W I8) A" x li: 10) 1Dd common 1,800 4,500 1,800 5,085 HU212-2 (Min.) HUC212-2 (Min.) 16) li" x 2344" 16)'A" x 1 W 6)10d common 1,135 4,000 1.135 4,920 HU212-2 (Max.) HUC212-2 (Max.) 22)r 2v" 22)14- r 1'r:" 10) 1Od common 1.350 5.085 1.350 5,085 HU212-3 (him.) HUC212-3 (him.) 6) lOd common 1,135 4.000 1,135 4,920 HU212-3 (Max.) HUC212-3 (Max.) 22) 'A- x 2}:' 22)11;'r 1 x:' 10)10d common 1,800 5,085 1,800 5,085 HU214.2 (Min.) HUC214-2 (Min.) 18)'.'i x 21+ 181 %," x 13: 8)10d common 1.515 4,500 1,515 5,085 HU214-2 (Max.) HUC214-2 (Max.) 24) W x 7):' 24) 14" x 1 ih" 12)10d common 2,015 5,085 2,015 5,085 lIU214-3 (Min.) I IUC214-3 (Min.) 18) .: x 24," 08) :S" x 144 8) 10d common 1,515 ' 4,500 1,515 5,085 HU214.3 (Max.) HUC214-3 (Max.) 24) V.' x 21l- 24) IV x 1 , 12)10d common 2,015 5,085 2,015 5.085 HU216 HI1216X 18) %,., x 2w 18) :'+" x It 8) 10d x 1'h" 1,515 2.920 1,515 1 2,920 IIU216- 2 (Min.) IIUC216-2 (Min.) 20) ',i7 x 21T 201'/,' x 11: 8)10d commnnL 4, 920 1.515 4,920 IIU216- 2 (Max.) IIUC216 2 (Max.) 26) '," x i " 26)'A" . 1',' 12) 10d common 5,085 2,015 5.085HU216-3(Mm.) HUC216 3 (Min,) 20)'A" x 2}:' 20)';^ ; 1 }T 8) nod comma 4,920 1,515 4,920HUC216. 3Max•) 26) !?' r "<T 26)14" r14' 12)10d common 5,085 2,015 5,085 1. Uplift bads have been increased for earthquake or wand duration wit-i no funt-er increase is allowed: mAr v, when other bads govern. 2. Minimum Pc = 2.500 psi and minimum Pm = 1,500 psi. 3. WIx1rr only one flange is concealed speedy right or left concealed flange. 4. Models with "X' are not stock iterns. 5. Prn. du.:is &hA lux, inswleo suLh that 1 cer" etrwrs are rc11 ex w cd :o weather. Fasteners: 16d Wrnrrxtn - 0.162' du. x 31,;' lung; 16d - 216' = 0.162' dvi x 2'.,2' long, 1 Ui cornrrx)n - 0.148' dia. x ;i long: 10d x 115' = 0.148' d a. r 1 V,' k,np. TTN2-251344 = to' r I-W Titen 2; TTN2-25234H = ;'.' x 20:' Titer, 2; 71425134H = Titer, W x 1'4' and Z1125234H -Tt.n '•." x 2+i' m,'y :dc0 he used u1 full table Wad;, See pp. 26-27 (or other n^!I rows unit Inforrnavxln, 280 UPDATED 04117117 2 8 z 0 N R O Simpson Strom -Tie Wood Construchon Connectors SIMPSON Sal 011g, Hangers (cont.) These products are available wth adortlonal cormslon protection. For moreinformation, see p. 18. Model No. Fasteners Allowable Loads(OF/SP) Code GFC0.tU Concrete Standard Concealed GFCMU Titan' 2 Concrete Titan* 2 Joist Uplift 160) Down 100/ 125) Uplift 160) Down 100/ 125) pal• HU44 HUC44 4) !':" ; 2 :' 4) 'r+" -r 1 ." 2) 10d common 380 1,000 380 1,545 HU46 ( Mtn.) HUC46 (Min.) 8) Si x n" 8)': x 1 W I (4)10d common 760 2.000 760 3.200 HU46 ( Max) HUC46 (Max.) 12) x 2=': 12)'r=' x 1?Y' 6)10d common 1,135 3,000 1,135 3.950 HU48 ( Min.) HUC48 (Min.) 10) Y." , ^•1, 10) :': • 1.%'," 4)10d common 760 2,5D0 760 3,725 HU48 ( Max) HUC48 (Max.) 14) 14 ' • 2Y: 14) 1;i . 1 Y'+' 6)10d common 1,135 3,500 1,135 4,920 HU410 ( Min.) HUC410 (Min.) 14)':K" x 21'+' 14)'• x 144" 6)10d common 1,135 3.500 1,135 4,920 HU410 ( 1i HUC410 (Max.) I (18) :'i' • 2': IS)'.': • I 10)1Od common i.8D0 4.500 1,800 4,920 HU412 ( Min.) HUC412 (Min.) 16) 14 ; 23,." 16)1.4" x 144' 6)10d common 1,135 4.000 1,135 4.920 lIU412 ( Max.) HUC412 (Max.) 22)'4" x 2 +" 22)',!" x 1 W' 10)10d common 1.8D0 5,085 1,800 5.085 HU414 ( Min.) HUC414 (Min.) 18) YT • 2:: 18) A", 1 %" 8) 10d common 1.515 4,500 1.515 5.085 HU414 ( Max.) HUC414 (Max.) 24) 4' x ?F,' 24) „• x 1 W 12)10d common 2,015 5,085 2,015 5485 HU416 ( Min.) HUC416 (Ain.) 20)',i- x 24': 20)1•''" x 1 W 8)10d common 1.515 4,920 1,515 4,920 HU416 ( Max.) HUC416 (Max.) 26) ::" 2-'," 26) !':' < 1414" 12)10d common 2,015 5.085 2,015 5,085 HU66 ( Min.) HUC66 (Min,) 8) !." , 2t'," B)114" K I S''" 4)16d common 900 2.000 900 3,200 HU66 ( Max.) HUC66 (Max.) 12) ." " 24.- 12) !:' " 14:" 6) 16d common 1,345 3,000 1.345 3.950 HU68 ( Min.) HUC68 (Min.) 10) !;` : 2Y: 10)'.•++' • 1 W 4) 16d common 900 2.500 900 3,725 HUGE ( Max.) HUC68 (Max.) 14) :';' x 2-W 14) v: x 135" 6)16d common 1,345 3,500 1,345 4,920 HU610 ( Min.) HUC610 (Min.) 14) .4 •2 " 14) !%: • I?': 6)16d common 1,345 3.500 1,345 4,920 HU610 ( Max.) HUC610 (Max.) 18) %•' x 2?:" 18) ",'x 1 %" 8) 16d comnan 1.795 4.500 1,795 5,085 HU612 ( Min.) HUC612 (Min.) 16) x 2?;" 16) bs" x 1 V 6) 16d common 1,345 4,000 1,345 4,920 HU612 ( Max.) HUC612 (Max.) 22)','," , 2+:" 22) !'" x 1 iY' 8) 16d common 1,795 4,920 1,795 4,920 170 HU614 ( Min.) HUC614 (Min.) 18)'4"x 23'." 16)'%: x 1 c 8) 16d common 1,795 4.500 1.795 5,085 HU614 ( Max.) HUC614 (Max.) I (24)1h- x c+: 24)':. i-fT 12)16d common 2,015 5,U85 2,015 51085 HU616 ( Min.) HUC616 (Ain.) 20) :." 421,': 20) !•:' < 1 ." 8) 16d common 1,795 4,920 1,795 4,920 HU616 ( Max.) HUC616 (Max.) 26)'.-," x 2W 26) !4" x 1?7' 12) 16d wnnnon 2.015 5.085 2,015 5.085 HU7 ( Min.) Jot available) 12) :6' • 1 .' 12) :.' " 1?': 4)10d x t W S45 2,980 760 2.980 HU7 ( Max.) Not available) 16) • (i x 1 Y: If 6) x 1 W 8)10d x I'h" 1,085 3.485 1,085 3,485 HU9 ( Min.) Not available) 18) %'.' x 1114" If 8) !': x 1 a'." 6) 10d x 1'h" 1,135 3,230 1.135 3.230 HU9 ( Max.) Not available) 24) F: • 1 24) !r: • 1 !:' 10) lod x 1'h" 1,445 3,735 1,445 3,735 HUI1 ( Min.) Notavaikble) 22)'•I'x 1?4" 22)1."x IY," 6) IOdx 1 h" 1,135 3,230 1,135 3,230 HU11 ( Max.) Not available) 30) x t-r:" 30) "'" x 1 Y: 10) 10d x 1'W 1,445 3,735 1.445 3,735 HU14 ( Min.) Not available) 28) ;:" .1?:' 28) !. K 1 JW' 8)10d x 1 h" 1.515 3,485 1.515 3,485 HU14 ( Max.) Not available) 36)'.-,^ x 1 Y:" 36)14" x 1?4" 14) 10d x I h" 2,015 4,245 2,015 4,245 1- 1113.25/10 Mot available) 22) ':4" x 1 ti," 22) !': x 1 Y" 10)10d common 1,895 1 5,085 1,895 5,085 HU3. 25/12 Not available) 241 ," ;1?4" 24) ' : 1 .' 12)1Od common 2,015 5,085 2.015 5.085 HU410- 2 (Min.) HUC410-2 (Min.) 14) !';' x 1-XV 14) 4' x 114' 6) 16d common 1,345 3,500 1,345 4,920 HU410- 2 (Max.) HUC410-2 (Max.) 18)1,4" , 1?': 18)1.':. 1 :" 8) 16d common 1,795 4.500 1,795 5,085 HU412- 2 (Min.) HUC412-2 (Mn.) 16) %" x' lY 16) .1' x 1 ." 6)16d common 1,345 4.000 1,345 4.920 HU412- 2 (Max.) HUC412-2 (Max.) 22) '•' x VW 22) !Y e i 4'." 10)16d common 1,800 4,920 1.800 4,920 lIU414- 2 (Met,) IIUC414-2 (film.) 20) !4", I?i" 20) !4" < `! V," 8)16d common 1,795 4,920 1,795 4,920 HU414- 2 (Max.) HUC414-2 (Max.) 26) :%," x 1 26)'.•V x I?S" 12) 16d common 2,015 1 5,085 2.015 5,085 1. Uplift bads have been increases for earthquake or wind duration vrilh no further increase is allowed, mduco 1MVJh rihir 1 sari; gnvern. 2. Minimum Ile = 2,500 psi and minimum I'm = 1.500 psi. 3. When only one flange is concealer specify right or left concealed flange. 4. Models wdh'X' are not stock items. 5. Product; shall be Insf.J-d S,i tr iul T Isn' screws aru not oxpoaeo to weathor. Fasteners: 1 Go (.Gnat on = 0.162" dill. • 5!i loru3, 16d x 2!,' = 0.162' da. r 2W brx J, IOd con,mon = 0,146' dirt. < 3' long, 1( k1 x I1W = 0.148' ciu. x 1!e- long. FIN2-251341 1 = < 1 Ai' Tr.en 2: ITtJ3-25234H ='/,' r 2::' fden 2; 11N251341 I = lit-n'6' x 14,' and T TN25234H =Titer ,' > _ W r, sy ale o be wi:-d et Lull labk: k:adt,. Soo op. 26-27 for other na I cres ancJ ,nlonno0on. 281 UPDATED 04117117 LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers This product Is preferable to similar connectors because of a) easier Installation, b) higher loads, c) lower installed cost, or a combination of these features. All hangers in this series have double shear nailing — an innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common nails for the same connection. Double -shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium bad truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the LUS. HG110 hangers provide similar capacities as HGUS double -shear hangers, but they use Simpson Strong Tie4 Strong-Drivee 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 piles. Material: See tables on pp. 236-237 Finish: Galvanized. Some products available in stainless steel or ZMAX• coating; HGUQ aviiilatAe in HDG; see Corrosion Information, pp.15-18. Installation: Use all specified fasteners; see General Notes. Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. Simpson Strong -Tie Strong Drive SDS Heavy -Duty Connector screws are supplied with the HGUQ. The thickness of the supporting girder roust be equal to or greater than the screw length for applications where the length of the supplied screws exceeds the thickness of the supporting girder, 3' or 4112" screws may be substituted for the longer length screws with no bad reduction, or a shim block may be used as approved by the Designer. Not designed for welded or nailer applications. Options: LUS and MLIS hangers cannot be modified. Concealed flanges are not available for HGUS and HHUS. Other sizes available; consult your Simpson Strong Tie representative. Codes: See p. 14 for Code Reference Key Chart t' fw a 5 l` y f' o W_/ B Or LUS28 4arHHUS210-2 o Double- r, k Double -ShearNaihng t t' Dane Douala -Shear Nadng Side View Shear L Side Vim"'• Available on Nall' ° g is It Do not X; some models) Top View y tab U.S. Parent 5,603,560 SIMPSON Strong' -Tie r a D r r D D n ni V HUS210 HUS26, HUS28, and HHUS similar) t—os.• 6MUS28 w W1/ Typical HUS26 Installation with Reduced Heel Height 1-russ Designer to provide fastener quantity for connecting multiple meinbuis togethw) CL 235 Simpson Strong -Tie- Wood Construction Connectors LUS/MUS/HUS/HHUS/HGUS/HGUQ 71 Face -Mount Joist Hangers (cont.) These products are available with additional corrosion , These products are approvec for installation with the Strong -Drive' protection. For more infornm;ion, see p.18. SD Connector screw. See pp. 39-40 for more information. Model No. Min. Heal Height Gil Dimensions (in.) Fasteners W H 8 Carrying Member Carried Member Single 2x Sizes LUS24 2% 18 1% 31b 135 4)10d 2)10d LUS26 41/ 1!k 43/4 101 4)10d 4)10d MUS26 411A6 18 11Ns 5VK 2 6)10d 6) -,Oil HUS26 4545 16 1% 5% 3 14)16d 6)16d HGUS26 444, 12 1% 5a4 5 20)16d 8)16d LUS28 Oak 18 1 M. - 6% 1 % 6) l0d 4)10d MUS28 6a4e 18 IKs 6'ik 2 8)10d 8)10d HUS28 61h 16 1% 7 3 22)16d 8)16d HGUS28 6% 12 1% 71h 1 5 36116d 12)16d LUS210 41/4 18 1-k 7'a4e 1V 8) 10d 4) 10d HUS210 831 16 1% 9 3 30)16d 10)16d 1. See table below for allowable bads. SIMPSON StrongTie OF Allowable Loads SIR Allowable Loads SPF/HF Allowable Loads Model No. Upliftl I floor 160) (100) I Snow 115) I Roof 125) I Wind I601 Uplilll 160) Floor 100) Snow 115) Roof 125) Wind 160) Up11111 160) Floor 100) Snow 115) Roof 125) Wind 160) Code Ref. Single 2x Saes LUS24 490 670 765 825 1,045 490 725 830 895 1,135 1 420 575 655 705 895 1 US26 1,165 865 990 1,070 1,355 1,165 940 1,075 1.165 1,475 1,005 740 845 915 1,160 17, FL. L 17 MUS26 1,090 1.295 1,480 1,605 1.825 1,090 1,410 1,610 1,745 1,825 940 1,110 1,265 1,370 1,570 HUS26 1,550 2,720 3,095 3,335 3,335 1,550 2,950 3,335 3,335 3,335 1,335 2,330 2.650 2,820 2,8135 HGIIS2G l,n.M 4..VO 4,8&5 5,230 5,390 101,0 4,725 5,29n 5.390 5,39n Sn5 3,750 4,200 4,500 4,615 fl. 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 1,1G5 1,475 MUS28 1,555 1,730 1,975 2,140 2,645 1,555 1,880 2.150 2,330 2,645 1,335 1,475 1,690 1,830 2,275 17, FL, L17 IIUS28 2,000 3,965 4,120 4,220 4,335 2,000 3,710 3,960 4,070 4,335 1.720 2.905 3,035 3125 3,435 HGUS28 1,790 6,745 G,970 7,125 7.275 1,720 6,4G0 6,705 6.670 7,275 1,540 4.960 5,1G0 5,290 5,745 FL LLIS210 1.165 1,340 f,525 1,650 2.090 1,165 1,445 1,660 1,795 2.270 1,005 1,145 1,305 1.415 1,745 17, FL]Ll HUS210 3,000 4,255 4,445 4,575 5,020 3,000 4,105 4,310 4,450 4,930 2,580 3.150 3,315 3.425 3,815 Note: For dlmen=_Ions 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 maximum of 45" For skew only, maximum allowable download is 0.65 of the table bad For sloped only or sloped and skewed hangers, the rnaxirnurn allowable download is 0.65 of the table bad Uplift loads 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 nailing HGUS - Skewed Seat HGUS hangers can be skewed only to a maximum of 45•. Allowable bads are: HGUS Seat Width Joist Down Load Uplift W < 2' Square out 0.62 of table load 0.46 of table load W < 2' Bevel cut 0.72 of table load 0.46 of table load 2" < W < 6" Bevel cut 0.85 of table load 0.41 of table load 2" < W < 6" Square cut 0.46 of table load 0.41 of table load W > 6' Bevel cut 0.85 of table load 0.41 of table load 236 Acute side 0° * V k^ Specify angle Top View HHUS Hanger Skewed Right Joist must be bevel cut) All joist nails installed on the outside angle (non -acute side). 0 Simpson Strong -Tie- Wood Construction Connectors Face-MountHangers These oroducts are available with additional corrosion , These products are approved for installation whin the Strong -Drive" protection. For more information, see p.18. SO Connector screw. See pp. 39-40 for more information. SIMPSON Strong -Tie Min. JOInfenslons (In.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads CadModel Ho Heel Hclght Ga. W H 8 Carrying Member Carried Member Upltlt 160) Floor 100) Snow 115) Root 125) Wind 160) Uplift 160) Floor 100) Snow 115) Roof 125) WInd 160) Ref. Double 2x Sizes LUS24-2 21/. 18 3'Lf 31A 2 4)16d 2) l6d 440 800 910 1,250 380 680 780 845 1,070 LUS26-2 4;4 18 3'ti 4 r/. 2 4) l6d 4)16d 1.165 1.030 1,180 2405 1,625 1.000 880 1,010 1,090 1,385 17, L17, FL HHUS26-2 454. 14 3%6 5% 3 4)16d 6) 16d 1,550 2.785 3,155 4,265 1,335 Z390 Z710 2.925 3,665 HGUS26.2 4%6 12 3416 5'h6 4 20)16d 8) 16d 2.155 4,355 4,875 5.230 5575 1,855 3,750 4,20D 4,500 4.795 HGU026-2-SDS3 514 12 344 5'/6 1 4 12) l.' x 3' SOS 4)'A x 3" SOS 1,635 5.040 5,565 5565 5,565 1.175 3,630 41005 4,005 4.005 FL LUS28-2 4%6 18 31A 7 2 6)16d 4)16d 1,165 1,315 1.500 1,625 2,060 1.000 1,125 1,285 1,390 1,765 HHUS28-2 61AG 14 344. 7% 3 16d 16d 2,000 4,210 4.770 5.140 6,440 1,720 3,615 4,095 4,415 5,375 17, Ll7, FL HGUS28-2 6%6 12 3446 7056 4 36)16d 12116d 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 a! 6 74 6 4 2011/.' x 3' SDS 6) %." x 3" SDS 12,56517,330 17.330 7,3W 7,330 1,845 5.280 5,28D 5.280 5,280 FL LUS210.2 6'+i6 18 351f 9 2 8)16d 6) 16d 1,745 1,830 2"090 2,265 2.870 1,500 1,%S 1,785 1,935 2,155 HHUS210-2 84i 14 3i56 6%6 3 16d 0)16d 745 5,635 6,380 6MO 7,165 3.525 4.835 5,270 5,380 5,765 17, L17, FL HGUS210-2 81A6 12 3446 1 9446 4 46)16d 16)16d 4,09513,44017,415 9.100 9,100 9,100 9.100 3,525 7,465 7,7.0 7,825 7,825 HGU0210-2-SDS3 9'/. 12 354 1 9 56 4 R8)'/'x3'SOS 1 (9)'/."x3'SCS 17,415 17.415 1 7,415 12,475 5.340 5,340 5,340 5,340 FL Triple 2x Sizes HGUS26.3 4'4V6 12 41N 1 51h 1 4 20)16d 811 2.155 4,355 4,87J 5,230 5.5751 1.855 3,750 4,200 4,500 14.795 17, L17, FL HGU026-3-SOS4.5 5' i 12 4%J 5'h 1 4 12)'A' x 4'h' SDS 4)'A" x 4'h' SDS 1,635 5,D40 5,165 5,165 5.165 1,175 3.630 3,720 J 3,720 13.720 FL HGUS28-3 6'K6 12 4% 7'A 4 1 (36)16d 12116d 3,235 7,460 7,4G0 7,4G0 7.460 2,785 6,415 6,415 6,415 16,415 17, L17, FL HGU028-3-SDS4.5 7A 12 441. 7'/. 4 20)/' x 4')VSDS 6)'/.' x 4'h' SDS 2,565 8,400 9,175 9.175 9,175 1.845 6.050 6,605 6.605 6,605 FL HGUS210- 3 8%G 12 4'446 91/. 4 1 (46)1Gd 16)16d 4,095 9,100 9,100 9,100 9,100 3,525 7,825 7,825 7,825 7,825 17, L17, rL HGU0210- 3-SDS45 9/ 12 4 OA. 91/ 4 281 /' x 41h' SDS 8)'/' x 4!Y SOS 3,440 9.745 9,745 9,745 9,745 2,475 7,015 7,015 7,015 7,015 FL HGUS212- 3 10% 12 41% 10+.1. 4 56)1(d RO) l6d 5,045 9.600 9,600 9,600 9,600 4.335 8.255 8,255 8,255 8,255 17, L17, FL HGUS214- 3 12" 12 4'411 12,1 4 66)16d 2116d 5,515 10.10010,10010.10010,100 4,745 8.685 8,685 8.685 6,685 Ouadruple 21 Saes HGUS26. 4 5'h 12 654. 5'h. 4 16d 8)16d 2155 4,355 4,875 5,230 5575 1,855 3,750 4,200 4,500 4.795 17. L17, FL HGU026- 4-SDSG 514 12 6111111 5'% 4 12)1,.'x6'SDS 4)'/.'x6"SDS 2,375 5.040 5,165 5,165 5,165 1,710 3.630 3,720 3,720 3,720 FL HGL1S284 71/ 12 6%. 7W 4 A 16d 02) l6d 3,235 7,4G0 7.460 7,4G0 7.460 2,785 6,415 6,415 6.415 6,415 17, L17, A. HGU028- 4-SDS6 7'/. 12 6%6 7456 4 20) /' x 6' SDS 6)'/." x 6" SOS 4,020 8,400 8,860 8.8W 8.860 2,890 6,050 6.380 6,380 E,380 FL HGUS210- 4 9% 12 6%. 9% 4 46)16d 16)16d 4.095 9,100 9.100 9,100 9,100 3,525 7,825 7,825 17,825 7,825 17, L17, FL HGU0210- 4-SI S6 9/ 12 64f6 9446 4 281 /' x 6' SOS 8)1/." x 6" SDS 4.170 10.260 10,260 10.260 10.260 3.000 7,385 7,395 17.385 7.385 rL HGUS2124 106/ 121610, 10% 4 C6)16d R0) 16d 5,045 9.600 9,600 9.600 9,600 4,335 8,255 8,25518,255 8,255 17, L17, FL HGLIS214- 4 125a 12 6K6 12-A 4 66)16d R2)t6d 5,515 10,1001010010,1001D,100 4,745 8,fi85 8,685 8,685 8.685 4x Sizes LUS46 446 18 3%.J 44. 2 4) 16d 4) 16d 1,165 1,030 1,180 1,280 1,625 1,000 880 1,010 1.090 1,385 HGUS46 3% 4'/.. 4 20) 16d 8) 16d 2.155 4.355 4,875 5,230 5575 1,855 3,750 4,200 4,500 4.795 17, L17, FL HHUS46 14 3% S Hs 3 4)16d 6)16d 1,550 2.790 3,160 3,410 4,265 1,335 Z390 2,710 2.925 2,665 HGU04G- SDS3 12 3% 4'h 4 12)s."x3'SDS 4)'/.".3"SDS 1,635 5,040 5,165 5,165 5,1G5 1,175 3,G30 3,720 3,720 3.720 FL LUS48 d7/,,12 18 3Mr6 64. 2 6)16d 4)16d 1.165 1,315 1.500 1,525 2,060 1,000 1,125 1.285 1.390 1,765 HUS48 14 3%. 7 2 f (6) l6d 6)1Gd 1,550 1,595 1,815 1,9W 2,470 1550 1,365 1,555 1,680 2115 11, L17, FL HHUS48 14 3% 7'h 3 I R2)16d 8) l6d 2.000 4.215 4,770 5.150 6,440 1,720 3.615 4,095 4.415 SS35HGUS46 123% 714 4 Jb) 16d 12116d 3,235 7,460 7,T60 7,460 7460 2,795 6,415 6.415 6,415 6415 HGU048- SDS3 7/ 12 3-% 614 4 20)/'x3'SDS 6)'/."x3"SDS 2,565 7,330 7,330 7,330 7330 1 1,845 5.280 5.280 5.280 5,280 rL I. US410 6'/. 18 31S. 84'. 2 16d 6) l6d 1,745 1,830 2,090 2,265 2.870 11,500 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 8'/6 12 3% 9146 4 46) 1(d 16)16d 4,095 9,100 9.100 9100 9,100 3,525 7,825 7,825 7,825 7,825 IIGU041D- SDS3 0. 12 3% 8%6 4 28)'/.'x3'SOS 8)'/."x3"SDS 3.440 7,415 7,415 7,415 7,415 2,475 5,340 5.340 5,340 5,340 rL HGUS412 101:46 121 3% 10% 4 l6d 16d 5,045 9.600 9,600 9.600 9,600 4,335 8.255 8.255 8,255 8,255 17 L17 FL HGUS414 11'N 12 3'61t 12%. 4 66)16d 22)15d 5,515 10.100 1Q100 10.00 10,100 4,745 8.685 8.685 8,685 8.685 1. LIpUt loads have been increased for wind or earthquake baring with no further increase allowed. Reouce where other bads govern. 2. Wind (160) is a download rating. 3. Minimum heel height shown Is required to achieve tug table loads. For Iess than minimum heel height, see technical bulletin T-C-REDHEEL at strongtie.com. 4. Truss chord cross -grain tension may I snit allowable loads in accordance with ANSV(PI 1-2007. Simpson Strong -Tie" Connector Selector` Software includes the evaluation of cross -grain tension in its hanger allowable bads. For addnkonal nforinalicn, contact Simpson Strong -Tie. S. Simpson Strorg-Tie" S.rong-Drtve" SDS Heavy -Duty Connector screws are permiCed to be installed through metal truss plates as approved by the Truss Designer, provided the requirements of ANSI/TPI 1-2014 Sections 7.5.3.4 and 9. 9.2 are met (pre-tlnWng required through lie plate using a maximum of 462' bit). 6. Shorty -Drive SDS Heavy -Duty Connector screws that penetrate all plies of the supporting girder (screws must pere:rate a m'nirrurn of 1' Into the last truss ply) ma/ also be used to transfer the bac through all the plies of the suoporting girder. When Strong -Drive SDS Hea,4-Duty Cornector sc2ws do not penetrate a1 pies of the supporting girder truss, supplemental Strorg-Dnve SOS Heavy -Duty Connector scre.+s at the hanger locations may be requrcid to transfer the had to the truss pies not penetrated by the face fasteners, as determined b/ the Oesiery 7, Tlx: supponng girder tons must have adequate thickness to accommodate the screw length, so that the screw does net protrude out the back of :he girder. 3% or 4'h'aong Strong -Drive SDS Heavy -Duty Connector screws may be substituted for the longer Strong-DrAre SOS Heavy -Duty Connector sirens with no lead reduction. 9. Loads shown are based on min mum of 2-ply 2x carnyvng member for nailed hangers. With 3x carrying members, use 16d x 2'rf nals into the header and 16d commons into the joist with ro bad reduction. With single 2x carrying members, use 10d x 1 h' nails into the hsadei and 10d commons into ilia joist, and reduce the bad to 0.64 of the table value. 0. Nails: 16d = 0.162' dia. x 3 h' long. See pp. 26-27 for other nail sizes and Information. CL 0 237 CL Simpson Strong -Tie= INood Construction Connectors Face -Mount Truss Hanger The HTU face -mount truss hanger has nail patterns designed specifically for shallow heel heights, so that fug allowable bads (with minimum nailing) apply to heel heights as low as 3'A'. Minimum and maximum nailing options provide solutions tot varying heel heights and end conditions. Alternate allowable bads are provided for gaps between the end of the truss and the carrying member up to'h" max, to allow for greater construction tolerances (maximum gap for standard allowable loads is A- per ASTM Di 761 and D7147). See technical bulletin T-C HANGERGAPS at strongtie.com for more information. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners: see General Notes Can be installed filling round holes only, or filling round and triangle holes for maximum values See alternate installation for applications using the HTU26 on a 2x4 carrying member or HTU28 or HTU210 on a 2x6 carrying member for additional uplift capacity Options: HTU may be skewed up to 67'h•. See Hanger Options on p. 239 for allowable bads. See engitwAiriiy3 lelter L-C-HI USD at strongtie.com for installation with Strong-Drrtee SD fasleners. Codes: See p.14 for Code Reference Key Chad Mtn. heel height per table HTU26 Typical HTU26 Minimum Nailing Installation 1. ,,, . y' „ ,,.....,, .,. truss and carrying member SIMPSON StTorigLTle Alternate Installation - HTU Installation for HTU28 Installed on Standard Allowable Loads 2x6 Carrying Member For'h' maximum gap, (HTU210 similar) use Alternate Allowable Loads.) These products are approved for i nstaladon wlih the Strong-DrIve' SD Connector screw. See pp. 39-40 for more hiformatbn. Standard Allowable Loads (1/8" Maximum Hanger Gap) Model Min. Dimensions (In.) Fasteners OF/SP Allowable Loads SPF/HF Allowable Loads Code No. meet Height W I H B Carrying Member I Carried Member Uplift 160) I Floor 100) Snow 1 (115) Root 1 (125) Wind I60) Uplift 160) I Floor 100) I Snow 115) I Root 125) I Wind 160) Ref, Single 2x Sizes HTU26 3 h l Nit 5% 3'h 20) 16d 11)10d x 1 h' 730 2,540 3.045 3,045 3,045 630 1,920 1,920 1,920 1,920 HTU26 (Min.) 37A 1% 51/w Th 20) 16d 14)10d x 1 h" 1,250 2,940 3.200 1 3,200 3,200 1,075 2.015 2.015 2,015 2.015 IITU26 (Max.) 51h 1% 57/rr Th 20) 16d 20)10d x 1%' 1.555 2,940 3,340 3,600 4,010 1.335 2.530 2.870 3,095 3,450 17 IIIU28 (Min.) 31A 1% 71k 3'h 26) l6d 14)10d x 1'h" 1.235 3.620 3,895 3,895 3.895 1,060 2.920 2,920 2.920 2,920 1_17, HTU28 (hlaq 7'/. 1% 71k 3'h 26) l6d 26) tOtl x 1 h' 2,140 3,620 4,340 4,680 5,435 1,840 3,285 3,730 4.025 4,675 R HTU210 (Min.) 37A 1% gSk 3'h 32) 16d 14) 110d x 1'h' 1,330 4,355 4.355 1 4,355 4,355 1,145 3,265 3.265 3,265 3,265 HTU210 (Max.) 911. 1 9fk 31h 32) 16d 32) tUd x I''h" 3,315 1 4,705 5,345 1 5,760 5,995 2.850 4.045 4.595 4.955 5,155 Double 2x Sizes HTU26-2 (Min.) 31h 39k 511r 3h 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.) 51h 3Sk 5'h 3'h 20) 16d 20)10d 2,175 2,940 3,340 3,600 4,485 1,870 2,530 2.870 3.095 3,855 HTU28-2 (Min.) 31A 31A& 714E 3'h 26) 16d 14)10d 1.530 3,820 4,310 4.310 4,310 1.315 3,235 3,235 3,235 3,235 17. HTU28-2 (Max.) 7% 34Sr 71k Th 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 HTU210-2 (Min.) 31h 3Vr 91k 3'h 32) 16d 14)10d 1,755 4,705 4,815 4,815 4,815 1,510 3,610 3,610 3.610 3,610 HTU210-2 (Max.) 91/. 3M, 91k Th 32) 16d 32)10d 4,110 4,705 5,345 5,760 7.200 3,535 4,045 4,595 4,955 6.190 I. The maximum hanger gao Is measured between the joist (or truss) enc and the carrying memoer. 2. Minimum heel heights required for full table loads are based on a minimum 2/12 pnch. 3. Uplift has been increased for wind or earthquake loading with no further increase allowed; reduce where other bads govern. 4. Wind (1631 is a download rating. S. For hanger gaps between'6' and 'h', use the Alternate Allowable Loads. 6. Truss chord Gros-gra n Ief sion may I rni; aklwable bads In accordance. with ANSIrTPI 1-2014. Simpson Strong -Tie' Connector Selector' Software includes the evaluation of cross -grain tenslon in Its hanger allowable loads. For adcnional information, contact Simpson Strong -Tie. 7. Loads shown are based on a minimum 2-py 2x carrying rrember. For single 2x carrying members. use N 10 (1 Did x 1 h") nails into the header and reduce the allowable download to 0.70 of the table value. The allowable uplift is 10096 of the table bad. 8. Nails: 16c = 0.162" d a x Th' long, t Cd - 0.148' d1a. x 3' long, 1 Did x 1'h' = 0.148' dia. x 1 h' long. See pp. 26-27 for other nail rd7es aM information. 238 UPDATED 04/17117 SIMPSON HTU Face -Mount Truss Hanger (cont.) OF These products are approved for installation with the Strorg-Drr e• SD Connector screw. See pp. 39-40 for more information. Alternate Installation Table for 2x4 and 2x6 Carrying Member Min. Minimum Fasteners OF/SP Allowable Loads SPF/HF Allowable Loads CodeModel No. Hal Height Carrying Carrying Carried UDlilt Floor Snow Roof Wrnd Uplift Floor Snow Root Wintl Ref. in.) Member Member Member 160) 100) 115) 125) 160) 160) 100) 115) 125) 160) HTU26 (Man.) 31A 212x4 10)16d 14) 10d x 1'h" 925 1.470 1,670 1.800 2.040 795 1,265 1,435 1.550 1,755 HTU26 (Max.) Si 2) 2x4 00)16d 20)1Off 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 RI 2x6 20) 16d 26)10d x 1 h' 1,970 2.940 3,340 3.600 3.905 1,695 2,530 2,870 3,095 3.360 FL HTU210 (Mdx.) 9'/ 212x6 20)16d 32)10d x 1'h" 2.760 2.940 3.340 3,600 3,905 2,375 2,530 2,870 3,095 3,360 I, See table above for dimensions and additional footnotes. 4. Nails 16d = 0.162' dla, x 3 h' long, 10dx1''A = 0.146' dia. x 1'h' long. 2. Maximum hanger gap for the alternate installation is W. See pp. 26-27 for other nad sizes and information. 3. Wind (160) is a download rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Model Min. Dimensions (n.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code No. Heel Height W H B Carrying Member Carried Member Uplift 160) Floor 100 Snow 115) Root 125) Wind 160) Uplltt 160) Floor 100) Snow 1151 Roof 125) Wind 160) Ref. Single 2x Sizes HTU268 3h i% 5%. 31h 20)16d 11) 1Odx 11/5" 670 2,735 2,735 2,735 2,/35 5/5 1,725 1,/2S 1,725 1,72b HTU26 (Min.) 3 h 1 % 5% 3 h 20)16d 14)10d x 1'h' 1,175 2,940 3,100 3.100 3.100 1,010 1.955 1,S55 1,955 1,955 HTU26 (Max.) S h 1% 5%rr 3'h 20)16d 20) 10d x 1'h' 1,215 2,940 3,340 3,600 3,760 1,045 2.370 2,370 2,370 2,370 17 HTU28 (Min.) 37h 1 % 7'/u 31h 26)16d 14)10d x 1 h' 1,125 3.770 3,770 3,770 3.770 970 2.825 2,825 2,825 2.825 L17, HTU28 (Max.) 7'/, 14h 714, 3'h 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 (Min.) 31h 1 % 9'Ac 3 h 32) t6d 14)10d x 1'h' 1.250 3,600 3,600 3,600 3.600 1.075 2.700 2.700 2,700 2,700 HTU210 (Max.) 9'/. thti 9h6 3h 32)16d 1 (32) 10d x 1'f.' 3,255 4,705 5,0201 5,020 5,020 2.800 3,765 3,765 3,765 3,765 Double 2x Sizes HTU26-2 (Mm.) 3'h 335s 5% 31h 20)16d 14) 10d 1,515 2,940 1 3,340 3,500 3,500 1 1,305 2,205 2.205 2,205 2.205 HTU26-2 (Max.) 5'h 344s 5% 3'h 20)16d 20) 100 1,910 2,940 1 3,340 3,500 3,500 1,645 2,205 2.205 2,205 2,205 HfU28-2 (Min.) 3'h 3%6 7'Aa 31h 26)16d 14) 10d 1,490 3.820 3,980 3,980 3,980 1.280 2,985 2.985 2,985 2.985 17. L17. HTLI28-2 (Max.) 7h 3% 7'A, 3'h 26) 16d 26) 10d. 3,03.5 3,820 4,340 4,680 5,555 2,610 3,285 3,730 4,025 4,165 FL HTU210-2 (Min.) 3'Ar 3-Ms 9Au 3'h 32)16d 14) lDd 1.755 4.255 4,255 1 4,255 4,255 1,510 3,190 3.190 3.190 3,190 HTU210-2 (Max.) 9114 31A& 9%. 3'/. 32)16d 32)10d 3,855 4.705 5,345 5,760 6,470 3,315 4,045 4.595 4,855 4,855 See table footnotes on p. 238. Options: See Hanger Options information on pp. 121-123. Skewed Seat SAewable up to 67'h'. Available in single and 2-ply size. No bevel cut requaed. Allowable Loads for Skewed HTU Hangers Fasteners DFUSP Allowable Loads" HF/SPF Allowable Loads'•' Model Skew Angle No. Degree) Carrying Carried Uplift Download Uplift Download Member Member 133/160) (100/115/125) 133/160) (100/115/125) 51 20) 16d 14)10d x 1'h' 1,315 2,945 1,130 2,530 HTU26 51.6715 20 16d 12110d x 1 h' 970 2,595 835 2,230 51 26)16d 20)1Od x 1'h' 2.015 3,060 1,730 2.630 HTU28 51-67 h 26)16d 17) 10d x 1'h' 1,455 2,815 1,280 2,420 51 32) 16d 26 10dx 1'/e 2.715 3.175 2,335 2.730 HTU210 51-671h 32) 16d 22) ,0dx11h' 2.005 3.040 1,725 2,615 51 20)16d 14) 10d 1,335 2,555 1.145 2,200 HTU26-2 51-671h 20 16d 12)10d 1.110 2.700 955 2.320 51 26)16d 20) 10d 2,470 3.890 2,120 3,345 HTU28-2 51-67 h 26)16d 10d 1,710 3.775 1,470 3,245 51 32)16d 26) 10d 3,600 4,935 3,100 4,245 HTU210-2 51.67 h 32) 16d 22)10d 2,255 4.790 1,940 4,120 Ibnge A" )Acute Mange side 0' Specify angle Top View HTU Hanger Skewed Right <51• Specify angle 51' to 67'h' 1. Uphh Wads have been utcreasad for wind or 3. Maximum hanger gap between and of joist (truss) aid face of Top View HTU Hanger earthquake IoazLng with no further increase carrying member is h'. Skewed Right 2 51' a0cwed. Reduce where other bads govern. 4. Nails: 16d = 0.162' dia. x 316' long, 10dx I h = 0.148" dia. x I W long, 2. Allowable downloads may not be increased. 10d = 0.148' dia. x 3'". See pp. 26-27 for other nal sizes and information. 239 d3 z z 9 w u J Simpson Strong -Tie- Wood Construction Connectors Adjustable Truss Hangers This product is preferable to similar connectors because of a) easier Installation, b) higher loads, c) lower installed cast, or a combination of these features. The THA series have extra long straps that can be field -formed to give height adjustability and top flange hanger convenience. THA hangers can be installed as top flange or face -mount hangers, THA4x and THA2x-2 models feature a dense nail pattern in the straps, which provides more installation options and allows for easy top flange installation. Material: See table Finish: Galvanized. Some products available inLMAXe coating, see Corrosion Information, pp.15-18. Installation: Use all specified fasteners, see General Notes. The following installation methods may be used: Top Flange Installation - The straps must be field formed over the header - see table for minimum top flange requirements. Install top and face nails according to the tabb. Top nails shag riot be within y: from the edge of the top flange members. For the THA29, nails used for joist attachment must be driven at an angla so that they penetrate through the con ter of the joist atxf into the header. For all other top flange installations, straighten. the double shear nailing tabs and install the nails straight into the joist. Face Mount Installation - Install all face nails according to the table. Not all nail holes will be lilted on all nwdels. On models where there are more nail holes than required, the lowest four face holes must be filled. Nails used for the joist attachment must be driven at an angle so that they penetrate through the corner of the joist into the header. Alternate Installation - The THA 4x hangers may be installed in a top flange configuration using the tabulated fasteners for face -mount installation and achieve the face -mount installation bads. 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 filled to achieve uplift bads. Options: THA hangers available with the header flangos himod in for 3%" (except THA413) and larger, with no bad reduction - order THAC hanger, Codes: See p.14 for Code Reference Key Chan SIMPSON Strong -Tie I•-I— IV" 1W etc r; 1i/ tWIHAC22 .{ 2W for THM22.2 Fey V .. Ord THM26-2 pe, O y c c W 2-If te r n TH i i ' THA29 THA418 THAC422 Double 4t2 - Use till table value Single 4t2-- Face nails Top nails Der table per table tie double bs and install into the Joist Typical THA Top Flange Installation on a Nailer except THA29) Alternate Installation of THA422 Double -Shear Dome Double -Shear Doubt-Na6ng Naing Side View Shear Side View, (Available on Na ling Do nor some models) Top View s bend tab U.S. Patent 5,603,Sf30 See footnote 3 2 face nails Total) 4 top nails Total) 14i Straighten the double shear nailing tabs and instal nails straight Typical THA422 Top Flange Installation on a 4x2 Floor Truss Typical THA29 Face Mount Installation Typical THA29 Top Flange Installation b to 6 t30 Min. headerdepth 229 1-1 230 Simpson Strong -Tie' Wood Construction Connectors Adjustable Truss Hangers (cont.) These products are available wish additional corrosion protection. For more niormation, see p. 18. SIMPSON I'OI1gcT1C Model No. Ga' Dimensions (In.) Mini Toplinader Flange Min. Depth Fasteners Oli Allowable Loads SPF/HF Allowable Loads Cade Ref. W H C Carrying Member Carried Member Upbtt 160) Floor 100) Snow 115) Roof 125) Wind 160) Uplitl 160) Floor 100) Snow 115) Roof 1251 Wind 160) Tap Face Straight Slant Top -Flange Installation' THA29 18 1% 9IY% 51A 2,1. 4) 10d 4)10d 4) IOd 560 2,260 2,310 2.350 2,350 480 1.740 1.785 1.815 1.815 THA213 18 1% 13-511; 51, 1'h 4)10d 2) 10d 4) 10d x 1'h' 1,615 1.615 1,615 1,615 1,280 1,280 1,280 1,280 THA218 18 1% 174i6 51 2 4)10d 2) 10d 4)10d x 1'h- 1.615 1,615 1,615 1,615 1,280 1,280 1.280 1,280 THA218-2 16 31i 171%e 8 2 4)16d 2) 16d 6)10d 2,245 2.24512.245 2,245 1,935 1.935 1,935 1.935 18. LI5, THA222-2 1G 3h 22146 8 2 4)16d 2) IGd 6)10d 2,245 2,245 2,245 2,245 1.935 1,935 1.935 1,935 FL THA413 18 3% 13M6 4''A 1'h 4)10d 2) 10d 4)10d 1,615 1,615 1,615 1,615 1,280 1,280 THA418 16 3% 17'h 7A 2 4)16d 2) 16d 6)10d 2,245 2,245 2,245 2.245 1,935 tl.. 2801,280 1,935 THA422 16 3% 22 7A 2 4) 1Gd 2)16d 6) 10d 2,245 2,245 2,245 2,245 1,935 1,935 THA426 14 3% 26 7% 2 4)16d 4) I6d 6)16d 2.435 2,435 2 435 2,435 2.095 2,095 2.095 2,095 FL THA422-2 14 71A 22 "he 91: 2 4)16d 4)16d 6) 16d 3.330 3,330 3.330 3,330 2.865 2,865 2.865 2,865 FL,170 THA426-2 14 7'/. 2615, 94'i 2 4)16d 4)16d 6)16d 3,330 3,330 3.330 3,330 2,8G5 2,8G5 2,8G5 2,865 FL,170 Fate -Mount Installation' THA29 18 1% 9"A6 5'h 9% 16)10d 4) 10d 560 2,125 2,310 2.350 2.350 480 1,740 1.785 1,815 1,815 THA213 18 1% 13'i. 5'h 1W. 14) 10a 4)10d 1,170 1.955 2,020 2;165 2,OG5 780 1,68!1 1,735 1,775 7,775 THA218 18 1% 17YW 5'h 17-M6 18) 10d 4) IOd 1.170 1,955 2,020 2,065 2,065 780 1,680 1,735 1,775 1 775 THA218-2 16 31A 171K6 8 1434. I (22)16d 6) 16d 1,855 3,695 3,695 3.69513,695 1.595 3.185 3,185 3,185 3,185 18, Ll5, THA222-2 16 31h 221Au 8 1414. 22) 16d 6) 16d 1,855 3,695 1,695 3,695 3,695 1,595 3,18Ii 3,1flr 3,1&5 3.185 FL THA413 18 3% 13516 4''A IA 14) IOd 4)10d 1,170 1,940 2,235 2.400 2.400 780 1,660 1,910 2,075 2,210 THA418 IG 3% Vib 7A 14156 22) 16d 6) 16d 1.855 3,695 3,1395 3,695 3,695 1,595 3,185 3,185 3,185 3,185 THA422 16 3% 22 7A 1415. 22) 16d 6) 16d IA55 3,695 3.695 3,695 3,695 1,595 3.185 3,185 3,185 3,185 THA426 14 3% 26 7A 10. 30)16d 6)16d 1.855 4,480 4,480 4,480 4,480 1.595 3.855 3,855 3.855 3.E55 FL THA422-2 14 71/. 22'yi6 9 16146 30) 16d 6) l6d 1,855 5,160 5,520 5,520 5,520 1,595 4,440 4,745 4.745 4.745 FL,170 THA426-2 14 7'/. 26Sf. 93: 18 38) l6d 6)16d 1,855 5,520 5,520 5,520 5,520 1,595 4,745 4.745 4,745 4.745 FL,170 1. Llpl it has been increased 60% for wnd or earthquake loading ninth no further ncreass allowed; reduce where other loads govern. 2. Wind (160) is a download rating. 3. For single 4x2 top chord carrying memoers or single 2x milers, the following THA hangers can be installed using IOd x I h- top nails and (2) 16d lace nails Huth reduced allowable loads as noted THA418/THA422. 1.4 15 Io. for DF/SP, 1,215lb. for SPF; THA426. 2,245 lb. for DF/.SP 1,930 lb. for SPF, THA422-2fMA426-2: 2.345 lb. for DF/5?, 2,015 Ib. for SPF. Loads are basec on hanger installations at panel points. 4. Face -mount installation loads are based on minimum of 2-ply, 2x carrying member. For single 2x carrying members. use t Did x 116' nails into the ca•tyng member and tabulated laslerers into the camed member, ano use 0.80 of the table value for 18 gauge, and 0.65 of the table value for 16 gauge and 14 gauge. S. Min. Top Flange refers to the rninimum length of strap that must be field formed over the header. 6. For the THA 2x models, one strap may be installed vertically according to the face mount nailing requirements ane the other strap wrapped over the truss chord according to the top flange nailing requirements (see drawing on p. 229) anc achieve full tabulated top flange enstallallon loads. 7. Nails: 16d = 0.162' dia. x 3'h' long, 10d = 0.148' dia. x long, 10d x 114' = 0.148' dia. x 1 h' long. See pp. 26,27 for other nail sizes and intermation. z g9 dN G a Simpson Strong -Tie= Wood Construction Connectors Skewed Truss Hangers Designed for 4x2 floor trusses and 4x beams, the THAR/1_422 has a standard skew of 45•. Straps must be bent for top flange installation. PAN nailing helps eliminate splitting of 4x2 truss bottom chords. Material: 16 gauge Finish: Galvanized Installation: 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 — see table for nailing requirements Codes: See p.14 for Code reference Key Chart THAL422 SIMPSON Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord x rto3) Fasteners OF/SP'Ailowable:Coad le Loads Dimensions- Mln. Top Ellecthle SPF/HFAD" Model Model Ga. ini) Chord on Carrying Height Carrying Member,' Carried Member. xUplift ,Floor Snow Rool* Uplift Floor Snow Roof Code Ref. Member Hen 1(y0)1(,00)F /(4115) p(tts), 160) (100) (115) (125) W H' C : Tap Face Straight Slant h Single 4x2 9min. 4) 10dx1'h' 2) IOdx1h" 1) 10dxlh' 2) 10dx1'h' 880 880 880 755 755 755 THAR/L422 Min.) 16 3% 2245 8 Double 9 to 12 RI f.525 1,525 1.525 1,315 1,315 1,315 442 lOd 2) tOd 1) 10d IOdx l h' 115. FL121,090 I,090 1,090 935 935 935 THAR/L422 16 34i 22 ii 8 Double' 9 min. 4) 10d 8)10d 1) 10d 2) tOd 1'h' t- C310, , 1675. I. 1;675 61i, 7 - 61i,7 265, 1,440 1,440 1,440 AAax.) 4x2 x 1. Uplift has beer, increased for wind or earhquake loading with no further mcrease allowed; reduce where other beds govern. 2. Roof loads are 125% of doer loads unless Limited by other cnterb. Floor bads may be adjusted for bad durations according to the code provided they do not exceeo those in the roof column. 3. Where the top of the carried member is flush with the top or the carrying member. Fen is equal to the depth of the camec member. Otlerww. Httn shag be measured from the top of the bearing seat to the top of the carrying member. 4. Nails: 10d = 0.148' dia. x 3' long. 10d x 11h' = 0.148' dia. x I1h" long. See op. 2E27 for other nail sizes and information. M 241 THJA26 Truss Hip/Jack Hanger The versatile THJA26 can accommodate right- or left-hand (lips (at 45-degree skews), and can be installed before or after the hip and lack. Can also be used for double (terminal) hips. Material: 14 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes. All multiple members must be fastened together to act as a single unit. Shall be attached to a double girder tnus to allow for required minimum nail penetration. See footnote 3. Options: These hangers cannot be modified Codes: See p.14 for Code Reference Key Chart DodQ D O Top View Left -Hand Hip Installation THJA26 r7p worinnppdnl II Top View Right -Hand Hip Installation SIMPSON St>I> Typical THJA26 Installation Top View Terminal Hip without Center Common Jack Model FastenersCarried Member, tDF7SP`AUdhhFLoads: ; "I SPF7HF AUolrrdble Loads; } Uef. Cod, Carrylny: Member- Hip Jack UPltfiF. t60): Rodin' c(i6oj x rSnaw : ji15 R'iiol;':; 1z5)c"5;( Wsind 55 UPliltx'^Flood,`. 160)`" 100)' Snow ' 115) ! Hoo1F%; 125)'' Wind 16U)I Hip 720 2,010 2,310 12,450 2,450 590 1,740 2,000 2,100 2,100 THJA26 20) 16d 6) 10d x 1'h' 4)10d x 1 SS Jack Y240• ' G%0' ' ' 0 = 815'` T 815 Z 195 580 • , 670 700FL Total 960 2,680 3,080 3.265 3,265 785 2,320 2.670 2,800 2,800 1. Uplift bads have been increased for w;rx1 or earthqua'te loading with no further increase allowed; recuce where other bads govern. 2. Wind (160) is a download ra*9. 3. Loads shown are based on a minimum (2) 2x6 carrying —ember. For singis 2x carrying members (min. 24), use 10d x 1 rh' nails and use 0.67 of the table value. For (2) 2xe carrying members, multiply the download by 0.50. 4.16d sinkers (0.148' da. x 31W bngl may be substituted for :he specified 16d commons at 0.85 of the table bad. 5. Tabulated hip and jack allowable bads assume trial 75 % of the total bad is d stributed to the hip and 25% to the jack. It is permitted to distribute 65% to 85% of the tabulated ;otal bad to the hip, and the remaining percentage of total bad to the jack. The combined hip and jack bad may nct exceed the published Total Load. 6. For terminal hips, divide the total allowable bad by 2 to determine the allowaoN bad for each hip. 7.Tuss chord cross -grain tension may limit allowable loads in amordance with ANSIfM 1-2014. Simpson Strorg-Tio' Connector Selector` software includes the evaluation of cross -grain tension in its hanger allowable bans. For additional information, contact S'mpson Strong -Tie 8. Nails: 16d = 0.162' dud. x 3W long, 10d x 1 rh' = 0.148' dia. x 1'h' long. See pp. 26-27 for other ned sizes and n(onmatio n. M 247 VALLEY FRAMING 8, BRACING DETAIL Lumber Size and Grade-Minumum Requirements Effects of not providing sheathing below a "Ray set natst be evaluated by the building designer. This drawing applies to valleys with the following condltlons: Spans (distance between haeta) 40'-0: or Was MiAmum valley height: W-0' 4tatdmum moan roof helgtn: 30 feel ASCE 7-05,140 mph, Enclosed, Cat II, Exp B,1=1.0, KLtal.0 0r A Maximum of ASCE 7-10, 190 mph, Enclosed, Exp D, Kat=1.0 We as the proper number at nails am installed into ridge, board Install blocking under rafter if steepens ore not used. ansutl blocking uidar cripplas If cripple* fag between lower truss top chords and lateral bracing Is not used. Apply all palling In accordance to current NOS requfromenb: Halls are common wire nails unless noted otherwise. J1 H. E—Ny &., / TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psf (TL) and 2D psf (rD) Maa. re the crlppes for each row aantng from the valleys or sleeper$ wrUng' Inward to the ridge board to that cripplo locations are gerid between rows. TYN Innection Requirement Notes 2a6'rafters'toildse 416d toe-nalb, Cripple to ridge 4 16d toe-naits cripple to rafter 416d tGe,112 b I.) t 16d face -nabs Rafter tosleeperorblocking 516dtoe•rulls Rafter to two 2a6 sleepers 416d toe -nulls 312e ito-truss 416d toe -nits Two 2xEsleepers to truss 3 16d toebrwils each sleeper 6 truss Ridge board to rod block 416d toe -rugs Ridge board to cuss 416d toe•nalb Purrm to (Typ) 316d toe -nails Tsui to blocking 4 16d toe -nail$ Truss to cripple 416d Wo nalb Truss to cripple 416d toe -rolls Cripple to pitrfin 316d toe-nalls Collar beam to rafter 4 16d toe -nail$ E: 16d 10.162"t0.5'1 COMMON NAILS f v (A) j(B) r•) oeatrNrra. stsaaar Tres aaiNO . ALL ALLPC [im4 TWE ZPA M oauu.t.m? )t rrvinmo— auu tem ftM * "c n°la"' vac m'"'°a No. 70861 Troaa. e need t:t.w o.n h fth r -p, t-aa,a, Mt.bhe It LL 20 30 40 54 REF VALLEY (: RAi11NG DATE 10/01/14 one foaw t- Wa t "o—W RS1 tlerp oa,v n Saf .ry 1... y rnw.r` tt u r•c'1 * * p'aaacaa Van to paMeM+e tnvar MCYMna bataaar. roe tanearanr won$ TC DL 10 20 7 7 ar\" n.. Wa. aa.n.tN aeo..r., t.a curl atoa tow. nwerrlr atrorJ .b;ucMl _.i* ae.a r .n e,a1a an,. a n..e . rrer*fr atwe,r _Vs Leoer,r _ n.-,00..hne tat$ t rastr.axyr .atr. : an. n t... woo wf.n..... 'i r«tea 0 eta. e. ana+>t...t ra.., to ..a STATE OF BC DL 0 0 0 0 DRWG VACNV1801015 O U \ f t r . U w e•rw o, w.. w en u. x s b.t.s...v..a ......tr..r. s J1 ,.'. arnr M tawp l60h-2 for nandve eLG txntttonc BC LL 0 0 0 0 AN ITWQ7bgW7Y f try urn ri w.v r. u o.o e. r .#.m .r . r w.0 ••: O R IV .0 C(r ttb .trp aq M14R to sn tv<a h .1-nuK. rm aravm l rr TOT. LD.30 00 47 61 A Nl a1Wd kd-*v o`are Ma. a.r0 N r'aatw) Rob ao-WW_ F or r_alarl 7iy ••a•....• e• r'_ C SS/ bUR. FAC, 1.25/1.15 rr .•'i.,e.rf n yp.rwrtyy war+ AA• TM y rd • w Wh, -L ~'ro hi 0wtr.,b.r Mul a -d t T. s N L `_V l.+ q acreOLFM 4t K ,. na .. `+,+ sac."•.t" o-acn .m:..a<, t SPXCING SEE ABOVE Cracked or Broken Member Repair Detall Load Duration = 0% This drawing specifies repairs for a truss with broken chord Momhar forces may be Increased for Duration of Load or web member. This design Is valid only for single ply trusses with 2x4 or2x6brokenmembers. No more than one break per chord panelandnomorethantwobreakspertrussareallowed. Contact the truss manufacturer For any repairs that do not comply with this detail. B) = Damaged area, 12' max length of damaged section L) = Minimum nailing distance on each side of damaged area (B) S) = Two 2x4 or two 2x6 side members, some size, grade, and sppecies as damaged member. Applyy one scab per face. MWmum side member tength(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. Nall Into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nall using 20d box or gun Malls (0.128101, min) Into each side member. The maximum permitted lumber grade for useegwiith his detail is limited to Visual grade #1 and MSR This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads. S L 4' o.cITyplcal — O + O + O + O O + O + O + O + I 2' ( _ Stagger Back Face 10d Box (0.128' x 3', min) Nails, Front Face 2x4 Member - Double Row Stogger( 2x6 Member - Triple Row Staggerer Maximum Member Axial Force Member Slze L SPF-C HF DF-L SYP Web Only 72.4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 14150 Web or Chord 2x4 24, 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1 1585# 2245# 1 2620# Web or Chord 2x4 30' 1910# 19600 2315# 25550 Web or Chord 2x6 2230# 2365# 3125# 1 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 450014 5225# 5725# Web or Chordl 2x4 48' . 3460# 3540# 4070# 4445# Web or Choroll 2x6 5165# 5280# 6095# 66600 Nail Spacing Detail i lvAR10110• (CAI ANa rDLuN ALL Ions w Tw, IItAv= rMTN1rM f1IK®1 T= nWdDIG TO ALL Idles tM 1.4rt . aarf h CDffMTMtiS •tDte• Mw M USTALLDM 7n r.p4rnt»nhEr,.tND, hudbg, r ha M1- •ISI GJIOV f/rr to w Trl W LDG) I! -f.ty melt•. !b 4 rM•rwF1 tn.s. Iurtlna'. pr4U.r• .Irll rr•vtr t•rr!•ry ! Mr era 1Ufii rotas • tr•rabf. W U!Y sMU M. Dr.WrW .iUc"d strVC4ra1 !h•tINO •b Win cr. pear Ira. a•r.rlY att•tWd r1f .IK L•nWN Man I! p..*•t IAt , n.t.., I M dnf Mv. ". A. p.r W cY— V. 17 Itf. u •ooecJl.. /mIr d•4r t• a•OI fan s t..,u •N r•a1t1vl of slo.n aYrA Mf rn t1r ilnt Data4, vi. ro7.d •f1+...bn f.f! t• d- a MA -I I! st•n!•rf ptab Mdtta WH, •Mal! a1 IIV ILLpy rla.•nant. Inc 0, -.1 Yf rnpvuM. /! eaYtlen h AN MpJMMM( W. aa.tip, arq /•Iw to t i aN tn,aa h wflnan[r .M ANSVTrc 4 ! fx h.= dtppvo h. v, atbn traOV M tTYY4 aNa !•.hp a.ac•t.r •tc.rhntr H rrolfaf wl A NA. Myy a.ta,0 yam T sddY I! W dram dA* D.I aalt•ND7Y u,f I M &- M.fy I!- uy sEnacVa'1N rayanMlM M w Mb O Drsbrrr Pw• A161/Trt 1 S.cL ISStt Ldafaal aNa• bar R•M MlratYn fn W. laws Y rI Ioua ppaaOf w t1ws. f afs, E.Q. cb. AtD p0/! WIND m,a1Mw11.crN rn.n.elfnt.91_SSrM ....sM+rs4ylCl IW fr.Ytuh:1 s L Ilrtancf F MEMBER REPAIR TE 10/ 01/14 WG REPCHRD1014 24.0' MA I `S dow SH011 ING DETAIL- NOTE: IF*PALLETS'OF CONSTRUCTION MATERIAL WEIGHING MORE JHAN 500# E TO - BE PLACED -ON FLOOR TRUSSES, SHORINGRECO-MMENDED SHORING DETAIL IS REQUIRED. AR' X CONCENTRATED LOAD DUE TO -UPPER FLOOR CONSTRUCTION MATERIAL. Im 2dOO# 1500# CAPACITY POSTS:04'O" 0ic-.1-- o rI L PROVIDE. 2'0' CLEARANCE'ON: ALL SIDES"OF VPALLET. MAXIMUM WEIGHT PER PALLET_ 1S, 4dOO'#. - LdAD MUST 'K`SPREAD OVER AT LEAST 2-TRUSSES. NOTE: SEE APPROPRIATE ALPINE DRAwrNG-.FOA..LUM8EA, PLATES AND OTHER DATA NOT SHOWN KRE. 311ildi NOTE: SHORING MATERIAL ANO LABOR TO. -INSTALL AUD.T0 R9MOVE THIS sum bd. - 2.1 psif 112!! ipyc,., -IS TO BE SUPPLIE13MATERIAL g . ypsum bd, - 2.8,psf/-518,p, in-, BY THE CONTRACTOR. niyr V cone. block- 60 pif masonry brick 33 psf 1'411;Injir* 2— :0- 4— L . 0—, 0.- miAl"mum VSUBFLOOR'UNDERLAYMEN-T, 20001-.- 2) —2k6 'HEADER - 4X4 OR (2) 2 X 4X 4,' 0 UNDER TAUSSES,-.'WHEN .'-.SHOR-1NG POSTS @ --4'0" O.C.,- o 1S REQUIRED-.;_"' R1'AP R6Y. CLEAR 'SPAN PLT, TYP.- ALPINE SCA1__Q N DETAIL OATS 06102/96, ORW NCi2396074C= C= LPINE= C: ffmik cacom, menued onorwcj Dff-taff Ap 63 oussTIL)8S I ALPINE w my C(lunun i}e /nfnrm }inn• vstomec vrCarpenter Contractors of America Job Number.' N333547 IbDescription: VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 idress. City, State, Zip: Alpine, an ITW Company G7G0 Forum Drive, Suite 305. Orlando, FL 32837 Phone:(800)755-6001 alpineitw com Name, Address and License # of Structural FOR if one exists for the building: Name: License #: Address: Cdy, State, Zip: Job Engineering Criteria: Design Code: FBC 6th Edition (2017) State. View Version: 17.02.02.1213.21 JRef #: 1 W cf89750096 Wind Standard: ASCE7_10 Wind Speed (mph), 150 I Roof Load (ps0: 20.00-10 00- 0.00- Floor Load (pst): 40 00-10.00- 0.00- 5.00 5.00 This package contains a job notes page, 56 truss drawings and 5 details. Item Seal # Truss 1 187.18.1509.16660 FT1 3 187.18.1509.16503 FT3 5 187.18.1509.16550 FT5 7 187.18.1509.16410 FTGE 9 187.18.1509.16379 FT8 11 187.18.1509.19482 A2 13 187.18.1509.19404 A4 15 187.18.1509.19187 A6G 17 187.18.150916612 B2G 19 187.18.1509.16736 C2 21 187.18.1509.16674 C4G 23 187.18.1509.19265 D2 25 187.18.1509.19514 D4 27 187.18.1509.16846 L1 29 187.18.1509.19686 FG2 31 187 18 1509.16614 El 33 187.18.1509.16831 MV3 35 187.18.1509.16877 MV1 Item Seal # Truss 2 18718.1509.16659 FT2 4 187.18.1509.16300 FT4 6 187.18.1509.16753 FT6 8 187.18.1509.16706 FT7 10 187.18 1509 19154 Al 12 187.18.1509.19436 A3 14 187.18.1509.19186 A5G 16 187.18.1509.16393 61G 18 187.18.1509.16302 C1 20 187.18.1509.16332 C3 22 187.18.1509.19249 D1 24 187.18.1509.19544 D3 26 18718.1509.19452 D5G 28 187.18.1509.16721 FG1 30 187.18.1509.16363 FG3 32 187.18.1509.16409 E2 34 187.18.1509.16830 MV2 36 187.18.1509.19515 MG1 1e+fall 4 O W 01 a*s,7' s ,oF• ATE 9a •cc,: This document has been electronically signed and sealed using a Digital Signature Printed copies without an original signature must be 07/09/2018 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 7/9/2018 1:54:36 PM Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001ALPINEalpineitw.com Site Information: Customer Carpenter Contractors of America Job Number.' N333547 JobDescriptron: VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Address: City, State, Zip: Item Seal # Truss 37 187.18.1509.16380 EJ7 39 187.18 1509.16535 EJ5A 41 187.18.150916893 CJ3 43 187.18.1509.16580 HJ7 45 187.18.1509.16892 ERL 47 187.18.1509.16956 CJ3L 49 187.181509.16800 HRL 51 187.18.1509.19342 EJ3A 53 187.18.1509.19513 CJ3A 55 187.18.1509.19279 HJ7A Item Seal # Truss 38 18718.1509.16581 E.15 40 187.18.1509.16988 CJ5 42 187.18.1509.16987 CJ1 44 187.18.1509.16518 HJ5 46 187.18.150917017 CJ5L 48 187.18.1509.16955 CJ 1 L 50 187.18.1509.19327 ERA 52 187.18.1509.19656 CJ5A 54 187.18.1509.19655 CJ1A 56 187.18.1509.19295 HJ3A IY- o :. ATE This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be 07/09/2018 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 7/9/2018 1 54 36 PM Job Number: N333547 Ply 1 SEQN: 40176 / T37 SY42 I Cush R8975 JRef: 1Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,RBOI Qty 5 FROM. RAA DrwNo 187.18 1509 16660 Truss Label: FT7 I KM / DF 07/06/2018 T 12 PO 1 1 3" I f 2,6„ —I TYP) 4X4 1.5X3 A B Q 1.5X3 1111.5X3 Loading Criteria (psq TCLL: 40.00 TCDL' 10.00 BCLL: 0.00 BCDL 5.00 Des Lc:_ 55.00 NCBCLL: 1000 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " T 10"8 91111,12 15'4"4 T10"8 2,1"4 I 5'4"8 4X4 1.5X3 C D E F G h 4A4 IIIlA7W III -I 0A11 =41C4 1112X4 Wind Criteria Wind Std NA Speed: NA mph Enclosure: NA Category: NA EXP. NA Mean Height: NA ft TCDL: NA psf BCDL NA psf MWFRS Parallel Dist: NA C&C Dist a. NA it Loc. from endwall NA I: NA GCpi: NA Wind Duration NA Lumber Value Set- 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP 2400f-2 OE 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 3-1 Od Box or Gun nails (0 128" x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 15'4" 4 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)- 0.178 D 999 360 Q 831 Lu: NA Cs' NA VERT(TL): 0.368 D 660 240 1 832 Snow Duration NA HORZ(LL): 0 033 B - Q Min Brg Width Req = 1.5 HORZ(fL): 0 052 B I Min Brg Width Req = 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. 0.778 Bearing Q requires a seat plate. TPI Std. 2014 Max BC CSI: 0 671 7.2 3.0 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:12(0)/10(0) Chords Tens Comp. Chords Tens Comp. Plate Type(s) WAVE VIEW Ver 17.02.02A 1213 21 A - B 0 -572 D - E 0 - 1888 B-C 0 -1470 E -F 0 -1471 C- D 0- 1892 F- G 0 - 572 oJsoN••US g 0. 6645 o ATE ;° 1 ' IN L40278 11nit atWittv'' 07/09/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp P-O 1132 0 M -L 1888 0 O- N 1793 0 L- K 1880 0 N-M 1895 0 K -J 1124 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. A- Q 0- 795 E- K 0 705 A- P 908 0 K- F 550 0 P- B 0- 890 F- J 0 878 B- O 537 0 J- G 909 0 O-C 0 -512 G - 1 0 779 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 Safety Information, by TPI and SBCA) for saety practices prior to performing these functions Installers shall provide temporarryy bracing per BCSI, Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propefly attached rigid ceiling Locations shown forpermanent lateral restraint 6f webs shall have bracing installed per BC I sections B3, B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Build1'n4QComponents Group In`. shall not be responsible for any deviation from this drpwinq any failure to build the µwco,,,,,,r, truss in conformance with ANSIrfPI 1, or for handling, shipping, installatidn and bracing of trussesA eat on this drawing or cover page , , 2400 Lake Orange Dr. listin this drawingindicatesacceptanceofproesslonaenineerin9responsibilitysolelvorthedesinshon. The suitabili Suite t 50 and use ofthisdrawingforanystructureisperesponsibilit9loftheBuildingDesigrierper`ANSIITPI 1 Sec.2. ty For more information see this job's general notes page and these web sites: ALPINE. wvnv.al ineitw.com; TPI: www t inst or ; SBCA www sbandust .corn, ICC: w .iccsafe.org Orlando FL, 32837 Job Number: N333547 Ply 1 SEQN. 40177 / T40 / SY42 I Cust RR8975 JRef 1Wcf89750096 VARIOUS ,9A619A7 ,198SE ,02A ,RB01 Qty 7 FROM RAA DrwNo: 187.18.1509 16659 Truss Label: FT2 KM / OF 07/06/2018 T'P) 4X4 1 5X 3 A B 7'10"8 9'8"14 15'1"6 7' 10"8 1' 10"6 5'4"8 4X6 C D E F G W 1 m IIII I, P 1.5X3 1111.5X3 4A4 III I.DAJ III I.DAJ =4A4 IIILA4 15' 1 "6 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 TCDL, 1000 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.172 D 999 360 P 817 / - / - / - / - 7 2 BCLL. 0.00 Enclosure: NA Lu NA Cs- NA VERT(TL): 0 351 D 683 240 H 831 /.- BCOL 500 Category NA Snow Duration: NA HORZ(LL): 0.033 B - - P Min Brg Width Reg = 1 5 EXP: NA Des Ld: 55.00 HORZ L - 0 050 B H Min Br Width Reg q Mean Height: NA ft NCBCLL 10 00 TCDL NA psf Code / Misc Criteria Creep Factor: 2.0 Bearing P is a rigid surface. Soffit: 2.00 BCDL. NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.766 Bearing P requires p9qesaseat late. Load Duration: 1 00 MWFRS Parallel Dist: NA TPI Std. 2014 Max BC CSI- 0 986 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI 0.425 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 -562 D - E 0 - 1831 Lumber B-C 0 -1439 E -F 0 -1438 C-D 0 -1836 F -G 0 -560 Value Set. 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #1 Chords Tens Comp Chords Tens Comp. Webs 4x2 SP #3 Lumber value set "13B" uses design values O - N 1111 0 L - K 1831 0 approved 1/30/2013 by ALSC N - M 1750 0 K - J 1823 0 M -L 1837 0 1-1 1104 0 Plating Notes All plates are 3X3 except as noted. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback A- P 0- 783 E- J 0 - 660AAttachtoeachtrusswhereshownwith3-10d Box or O 893 0 J - F 532 0 Gun nails (0.128"xT%min.). Strong back material to dIII101111ttIBU/IfIRYI O - B 0 -872 F - 1 0 -862 be supplied by erection contractor. Truss must be installed as shown with to chord u A 4A 4 J`S B - N 521 0 1 - G N - C 0 -495 G - H 893 0 0 811 ATE 0 278 tS..ONA`-1_vVs 07/09/2018 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) handling, saety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proper y attachd rigid celllna Locations shown for ermanent lateral restraint bf webs shall have br00cinqq installed per BC I sections B3, B7 or B10, as applicarne. Apply places to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Buildl1 )q+Components Group 1% shall not be responsible for any deviation from this drpwing,any failure to build the uImvcowu truss in conformance with AN51lTPI 1, or for handling, s ippinlq, installation and bracing of trussesA eal on this drawing or cover pa e , , 2400 Lake Orange Dr. listingthisdrawing, indicates acceptance of pro) essionar en ineeriny res onsibilitty sole) for the design shov7n. The sui abili Suite 150 andseofthisawingforanystructureistheresponsibilityofthebuildingDesigrferper1ANSI/TPI 1 Sec.2. ty For more information see this job's general notes page and these web sites' ALPINE: www al ineitw.com: TPIwww t inst.or , SBCA, w sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N333547 I Ply' 1 SEON 40178 / T26 / SY42 Cust: R R8975 JRef 1 Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A .RB01 Oty: 7 FROM: RAA OrwNo. 187.18.1509 16503 Truss Label: FT3 KM / DF 07/06/2018 f 5'4"8 6912+ 14'8"4 5'4"8 1 V 4 7' 10"8 3" I {-- 2'6" --{ TYP) 4X4 =4X4 1.5X3 =1.5X3 A B C D E F G T 1 _T2 9,4„ Q['l P O N M L K J I 1.5X3 =4X4 1111.5X3 1111.5X3 =4X4 1112X4 1111.5X3 14'8"4 Loading Criteria (pst) TCLL 4000 TCDL. 1000 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10 00 Wind Criteria Wind Std: NA Speed NA mph Enclosure: NA Category. NA EXP: NA Mean Height, Mean NA It TCDL: NA psf Snow Criteria (Pg,Pf in PSF) Pg. NA Ct: NA CAT W Pf: NA Ce. NA Lu- NA Cs: NA Snow Duration: NA Code / Misc Criteria Soffit. 200 BCDL NA psf Bldg Code: FBC 6th.ed 201 Load Duration 1 00 MWFRS Parallel Dist: NA TPI Std: 2014 Spacing: 24.0 " C&C Dist a. NA ft Rep Factors Used: Yes Loc from endwall: NA FT/RT:12(0)/10(0) I: NA GCpi: NA Plate Type(s)' Wind Duration: NA WAVE 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 ) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up. Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0 138 D 999 3601 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL 0 794 / - / -- VERT(TL): 0 264 D 886 240 1 795 / - /_- HORZ(LL): 0 017 J - - 0 Min Brg Width Req = 15 HORZ(TL) 0 024 J I Min Brg Width Reg = 1 5 Creep Factor: 2.0 Bearings 0 & I are a rigid surface. Max TC CSI: 0.562 Bearing 0 requires a seat plate. Max BC CSI 0 844 W 7.2 3.0 Max Web CSI. 0.412 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 02A 1213 21 A - B 0 - 544 D - E 0 - 1742 B -C 0 -1380 E -F 0 -1382 C -D 0-1732 F -G 0 -543 Az OR •` S ONAt 07/092018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp P- 0 1070 0 M- L 1737 0 O- N 1725 0 L- K 1674 0 N- M 1732 0 K- J 1074 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens Comp A- 0 0- 762 E- K 0 462 A- P 864 0 K- F 490 0 P- B 0- 836 F- J 0 843 B- O 492 0 J- G 863 0 O- C 0- 586 G- 1 0 742 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 shi pin installing. and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) & sa ety ractices 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 proper y attached rigid ceiling Locations shown for permanent lateral restraint bf webs shall have bracin installed per BCSI sections 3, B7 or 810, as applicable Apply plates to each face or truss and position as shown above and on the Joinl9Details, unless noted otherwise. Defer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Build 11'ngg ompon?nts Group Inc. shall not be responsible for any deviation from this drpwin any failure to build the µ truss in conformance with ANSI/T 1 1, or or handling shipping, installatl n an bracing of trussesA eal on this dr wing or cover page , , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of proTessronar en ineerinq responsibility solely for the design shoy7n. The suitabilityanduseofthisdawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 S`bc.2. Suite 150 IFor more information see this job's general notes page and these web sites: ALPINE w alpineitw cam., TPP www tktnst ore, SBCA: v sbondustry cam. [CC: wnvw iccsale o Orlando FL, 32837 Job Number: N333547 Ply. 1 SEQN.40179 / T7 / SY42 Cusl RR8975JRef. 1Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,RBOI Qly. 1 FROM: RAA DrwNo 187.18 1509 16300 Truss Label: FT4 KM / OF 07/06/2018 5'4"8 6'9" 12 14'8"4 5'4"8 1'5"4 7'10"8 3" 1 f - 2.6" --I TYP) 3X4 1.5X3 1 5X3 A B C D E F G T m Q P O N M L K J I 1.5X3 III3X4 1111.5X3 III 1 5X3 1112X4 1111.5X3 11'1"4 37' j f14'8"4 Loading Criteria (pso 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 L/defl U# Loc R / U / Rw / Rh / RL / W Q 654 / - / - / - / - / 7.2TCDL. 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL) 0.066 D 999 360 BCLL: 000 Enclosure: NA Lu: NA Cs: NA VERT(TL). 0.136 C 999 240 K 595 / - / - / - / - / 4.0 BCDL 500 Category: NA Snow Duration: NA HORZ(LL)- 0 014 B - - 1 347 / - / - / - / - / 3.0 Des 55 00 EXP: NA Mean Height: NA ff HORZ TL . 0.021 B Q Min Br Width Re 1.5 NCBCLL 10.00 TCDL: NA psf Code / Misc Criteria Creep Factor: 2.0 K Min Brg Width Req 1.59q = Soffit: 2.00 BCDL. NA psf Bldg Code FBC 6th.ed 201 Max TC CSI: 0.486 1 Min Br Width Re 1 5gq = Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid 2014 Max BC CSI: 0 999 Bearings Q, K, & I are a rigid surface. Bearing Q requires a seat plate. Spacing: 24 0 " C&C Dist a' NA ft Rep Factors Used Yes Max Web CSI 0 328 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 -433 D- E 0- 1045 Value Set: 13B (Effective 6/1/2013) B - C 0 - 1038 E - F 0 -386 Top chord 42 SP #2 N C - D 0 -1202 Bot 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 P- O 853 0 M- L 1203 0 Plating Notes O- N 1202 0 L- K 817 0 All plates are 3X3 except as noted. N - M 1202 0 K - J 760 0 Additional Notes Maximum Web Forces Per Ply (Ibs) See ANSI/TPI 1 Sect 7 for additional bracing Webs Tens.Comp. Webs Tens. Comp. requirements. Bracing material to be supplied by erection contractor. It1U111N#*I& A- Q 0 -626 P- B 0 -668 Truss must be installed as shown with top chord up. . A F _Z44 A - P 688 0 E - K 0 - 694 o. 64 ' I_ 8 ATE v . 0 278 ' A w+1"Itwilu1111Ab'ti 07/092018 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, handlingp shipping, installingand bracing Refer to and follow the latest edition ComponentTPIof BCSI (Building Safety Information, by an a SBCA) (b safety practices prior to performing these functions Installers shall provide temporarryY bracinggg per BCSI Unless noted dtherwise,top chord shall have proper)y attached structural sheathing and bottom Chord shall have a properly attached n qidceilin Locations shown for permanent lateral restraint Of webs shall hav braacinp installed p r BCSI sections ¢3, B7 or 810 as app ice e. Applgy plates to each face of truss and position as shown above and on I e JoinCDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW BuildinhComponrants Group In% shall not be responsible for any deviation from this drawin any failure truss in conformance with ANSI/TPI 1, or or handling, s ippinlq, installation and bracing of trussesA seal on this dr winq or to build the _ n,,,re „, cover paqe 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pproTessionar en ineerinq responsibility solely for the desiggn shovi7n. thisforisDesigrierANSI/TPI The sui`ability Suite 150 anduseofdrawinganystructurefheresponsibilit9loftheBuildingper1Sec.2. For, more information see this ob's general notes page and these web sites: ALPINE www al ineitw cam. TPI www.t inst or , SBCA www sbcindust .com, [CC. w .iccsafe.org Orlando FL, 32837 Job Number, N333547 Ply. 1 SEON. 40180 / T38 / SY42 R R8975 JRef. I Wcf89750096 VARIOUS ,9A6/9A7,198SE 02A.RB01 Oty. 2 FROM.RAA rCst. No: 187.18 1509.16550 Truss Label: FT5 OF 07/06/2018 5'4"8 6'8" 14 14'5" 14 5'4"8 1'46 7'9" 3" I f - 76„ --I TYP) 3X4 1. 5X3 =3X3 =3X3 =3X3 =3X3 =3X3 =3X3 A B C D E F G T 1, m 19, q„ P O N M L K J 1. 5X3 =4X4 =3X3 1111.5X3 1111.5X3 =3X3 =3X3 I H 3X3 1111.5X3 1111. 5X3 11' 1"4 3,4"10 --i 14' 5"14 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 Ioc Udell LJ# Loc R / U / Rw / Rh / RL / W P 659 / - / - / - / - / 7 2 TCDL: 10.00 Speed NA mph Pf NA Ce: NA VERT(LL): 0.066 D 999 360 BCLL 000 Enclosure: NA Lu: NA Cs NA VERT(TL): 0.126 D 999 240 J 582 / - / - / - / - 14.0 BCDL: 5.00 Category NA Snow Duration NA HORZ(LL): 0.012 B - H 340 Des Ld 55.00 EXP: NA Mean Height NA It 0. 018 B - - P Min Brg Width Req = 1.5 NCBCLL: 10.00 TCDL NA psf Code / Misc Criteria CodeCreep Factor 2 0 J Min Big Width Req = 1.5 Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI 0.481 in g q = - HMBrWidthReLoadDuration 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI 0.770 Bearings P & J are a rigid surface Bearing P requires a seat plate Spacing: 24. 0 " C&C Dist a. NA It Rep Factors Used: Yes Max Web CSI: 0.330 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 -436 D- E 0- 1078 Value Set 13B (Effective 6/1/2013) B - C 0 - 1048 E - F 0 -435 Top chord 4x2 SP #2 N C - D 0 - 1220 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "'I 3B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/ 30/2013 by ALSC O-N 860 0 L -K 1221 0 Additional Notes N- M 1219 0 K- J 858 0 See ANSI/ TPI 1 Sect 7 for additional bracing M - L 1220 0 J - 1 836 0 requirements Bracing material to be supplied by erection contractor Maximum Web Forces Per Ply (Ibs) Truss must be installed as shown with top chord up Webs Tens.Comp. Webs Tens. Comp 1Rplf7bt 47pj' A- P 0 -629 E- J 0 -686 r Wei A- O 693 0 F- 1 0 - 400 V •.•'• • •••• i • o. 648 vt • p,•.•• 4 0R`VP•.•<c,, 0 278NAltw`'° wrtMa,w07/09/ 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 fabrlcatinq, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by API an SBCA) fbr sa shipping, practicespriorto performing these functions Installers shall provide temporarryv bracin per BCSI Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rig4id ceiling Locations shown for permanent latgral restraint of webs shall have braunq installed per BCSI sections B3, B7 or B10, as applicaf3le. Apply plates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise. drawings 160A- Z for standard plate positions. Refer to ALPINE At ine, a division of ITW Build inl Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the - Cowu truss in conformance with ANSI 1, or or handling shipping, Installatidn and bracing of trussesA seal on this dr wing or cover listing this drawing, indicates acceptance of proTessionar en ineering responsibility solely for the design shown. and useofthisawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sgec.2. page , , 2400 Lake Orange Dr. The suiTabilitySuite150Formore information see this job's general notes page and these web sites. ALPINE: %w al ineitw com, TPI t inst or , SBCA www sb6ndust .com; ICC: www.iccsafe.crg Orlando FL, 32837 VAR OUS 9A6 9A7 198SE ,02A ,RB01 I Oty 1 jFROM.RAA 1 / T41 / SY42 DrwNo: R1 B7 18R15091 6753 750096 Truss Label: FT6 KM / OF 07/06/2018 5'4"8 5'4"8 2,6„ TYP) 6'8"14 14'5"14 1'4"6"6 7'9" 4X4 1.5X3 3X3 =3X3 3X3 3X3 =3X3 =4X4 A B C D E F G T 2 T Z g,4„ P O N M L K J I M 1.5X3 =04 3X3 III1.5X3 11115X3 =3X3 3X3 =4X4 11115X3 1111.5X3 14'5"14 Loading Criteria tpso Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed NA mph BCLL: 0.00 Enclosure: NA BCDL. 500 Category, NA EXPNA Des Ld: 55.00 Mean Mean Height: NA ItH 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 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 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"xW,min.). Strong back material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg. NA Ct. NA CAT NA PP Deflection in loc Udef! U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce. NA VERT(LL): 0.137 D 999 360 P 797 1. / - / _ / - Lu: NA Cs NA VERT(TL): 0 259 D 904 240 H 783 / -- Snow Duration. NA HORZ(LL): 0 018 1 - - P Min Brg Width Reg = 1.5 HORZ(TL): 0 024 1 H Min Brg Width Reg = - Code / Misc Criteria Creep Factor: 2.0 Bearing P is a rigid surface Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.564 Bearing P requires a seat plate. TPI Std. 2014 Max BC CSI 0 840 7.2 Rep Factors Used. Yes Max Web CSI. 0.426 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 - 546 D - E 0 - 1760 B-C 0 -1387 E -F 0 -1420 C -D 0-1741 F -G 0 -595 O. btS4tf ' o•. ATE 1 < v a44,t • •.•OR,•. c o 278 r11"trwta"Wo 07/09/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Camp Chords Tens. Comp O- N 1075 0 L- K 1747 0 N- M 1734 0 K- J 1701 0 M-L 1741 0 1-1 1122 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. A- P 0- 765 E- J 0 445 A- 0 868 0 J- F 473 0 O- B 0- 840 F- 1 0 837 B- N 495 0 1- G 894 0 N- C 0- 586 G- H 0 774 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 temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Nord shall have a pro pperlyattachedrapidceilingLocationsshownforpermanentlatgralrestraintofwebsshallhaybraacingqinstalledperBCIsEctions $3, B7 or 910 as applicaf5le Apply plates to each face. or truss and position as shown above and on tI a Join`Details, unless notetl otherwise. Refer to' ALPINEdrawings16OA-Z for standard plate positions. Alping, a division of ITW Buildl1'nccLL omponents Group In, shall not be responsible for any deviation from this drawin any failure to build the µ '00"'N truss in conformance with ANSIlf 1 1, or ffor handling shipping, installation and bracing of trussesA seal on this dr wing or over pa e, , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of proTessionar en ineering responsibility solely for the design sholnin. he suit9ability Suite 150anduseofthisyawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 SLsc.2. For more information see thisjob's general notes page and these web sites ALPINE www al medw com, TPI w t inst or , SBCA: www.sbdndust cam, ICC www iccsafe org Orlando FL. 32837 Job Number: N333547 Ply. i SEON. 40182 / T11 / SY42 Cust R R8975 JRef: 1 Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Oty 1 FROM ALS DrwNo, 187 18.1509 16410 Truss Label. FTGE KM / OF 07/06/2018 T2 SO 1 jE2 Y 1'7"8 i 2'10" i 14'5"4 14'8"4 r 1'7"8 T 1' 117'4 3' I 12' 10"8 3 TYP) 3X3 A B C D E F G H I J K L 3X3 14'8"4 V 9.4., Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF TCLL: 40.00 Wind Std: ASCE 7-10 Pg, NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw I Rh / RL I W TCDL: 10.00 Speed: 150 mph Pf: NA Ce NA VERT(LL): 0.002 B 999 360 N' 352 / 47 / 15 /. / - / 176 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0 006 B 999 240 Wind reactions based on MWFRS BCDL: 5.00 Risk Category: II Snow Duration NA HORZ(LL)' -0 001 B - N Min Brg Width Reg = - Des Ld 55.00 EXP: C HORZ(TL) 0 001 B Bearing Y is a rigid surface. NCBCLL 1000 Mean Height: 15 00 ft TCDL 4 2 psf Code / Misc Criteria Creep Factor: 2.0 Soffit: 2.00 BCDL 3 0 psf Bldg Code FBC 6th ed 201 Max TC CSI: 0.360 Members not listed have forces less than 375# Maximum Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 TPI Std. 2014 Max BC CSI, 0 013 Web Forces Per Ply (Ibs) Spacing: 12 0 " C&C Dist a. 3.00 ft Rep Factors Used: Yes Max Web CSI. 0.122 Webs Tens Comp. Loc from endwall, not in 4.50 ft FT/RT'20(0)/10(0) X - B 76 -404 GCpi: 0.18 Plate Type(s)' Wind Duration: 1.60 WAVE VIEW Ver, 17 02.02A.1213.21 Maximum Gable Forces Per Ply (Ibs) Lumber Gables Tens.Comp Gables Tens Comp Value Set. 13B (Effective 6/1/2013) C - W 69 -407 H - R 66 -512 Top chord 4x2 SP #2 N D - V 68 - 440 1-0 66 - 510 Bot chord 4x2 SP #2 N E - U 67 -476 J - P 68 - 523 Webs 4x2 SP #3 F - T 66 - 507 K - 0 61 - 469 Lumber value set "l3B" uses desi n values G - S 66 -5139 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) tltglp!/f TC. From plf at . to 384 plf at 688 384 6 C TC: From 384 plf at .8888 to 384 plf at 14.44 J !" / BC From 5 plf at 0.00 to 5 plf at 1456 O ••.• • ..••• Plating Notes Q •• SF•• All plates are 1.5X3 except as noted. • Wind 0. 648 i Wind loads based on MWFRS with additional C&C member design ; Additional Notes .a ; ATE 00 c C \OP.•. Truss must be Installed as shown with top chord up ty'4D•• ' • OR • r. 8 p 0278 NAIL-i_ twuwlialls 07/09/,' 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 shlppinp installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety ligi'actices 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 attachetl rlAid ceiling `ovations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI s ctions B3, 87 or B10 as applicable. Apply lates to each face, of truss and position as shown above and on the Joint Details, unless notedotherwise. Refer to' ALPINE drawings160A-Z for sPandard plate positions. Alpine, a division of ITW Buildin4cLCComponQnts Grqup In, shall not be responsible for any deviation from this drawin any failure to build the - . ODWMN truss In conformance with ANSIlTP1 1, or or handliriq, shipping, installation and bracing of,trussesA eal on this dr wi g or cover page , . 2400 Lake Orange Or listingthisdrawingindicatesacceptanceofpro) essionar engineering responsibility solely for the design shov7n. The suitability Suite 150 anduseofthisdrawingforanystructureistheresponsibilit7oftheBuildingDesigrierperANSI/TPI 1 S c.2. For more information see this job's general notes page and these web sites ALPINE: vnvw al ineitw cam; TPI, www.t insl or , SBCA: % w Ocindustry com, ICC, wvnv.iccsafe.org Orlando FL, 32837 Job Number: N333547 Ply 1 SEON: 40183 / T32 / SY42 Cust RR8975 JRef. 1Wc189750096 VARIOUS ,9A6/9A7 ,198SE ,02A .RB01 Oty: 6 FROM. RAA DrwNo: 187 18 1509 16706 Truss Label: FT7 KM / DF 07/06/2018 T 00 Loading Criteria (psf) TCLL. 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 5500 NCBCLL: 1000 Soffit: 2.00 Load Duration 1 00 Spacing: 24 0 " 5'4"8 7'0"12 11'2"4 5'4"8 1'8"4 4'1"8 TYP) 1113X3 = 3X3 1.5X3 =3X3 =3X3 III1.5X3 =3X3 =1.5X3 A B C D E F N, 1 15X3 1111.5X3 Wind Criteria Wind Std NA Speed NA mph Enclosure' NA Category: NA EX 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 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. 11'2"4 9,4„ Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg- NA Cf NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf NA Ce NA VERT(LL): 0 076 C 999 360 N 602 / - / - / - / - 7 2 Lu NA Cs NA VERT(TL): 0 165 C 999 240 H 603 / - / - / - / - 3 0 Snow Duration NA HORZ(LL) 0 019 B - - N Min Brg Width Req = 1 5 HORZ(TL) 0 030 B H Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor: 2.0 Bearings N & H are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TIC CSI. 0.580 Bearing N requires a seat plate. TPI Std' 2014 Max BC CSI: 0.741 Rep Factors Used: Yes Max Web CSI 0.296 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 - 391 D - E 0 - 9W B-C 0 -907 E -F 0 -378 C - D 0 - 988 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp M-L 773 0 K -J 988 0 L -K 990 0 1-1 763 0 i o •. E0 CC r 40 278 07/09/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. A-N 0 -573 E - 1 0 -612 A-M 621 0 1-F 601 0 M- B 0- 606 F- H 0 - 553 J -E 434 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, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI and SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing 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 applical5le. Apply plates to each face of truss and position as shown above and on the aointgDetails, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Build1'ncLCComponprnts Group InC. shall not be responsible for any deviation from this drpwin any failure to build the truss in conformance with ANSI4PI 1, or or handling shipping, Installation and bracing of,trussesA seal on this dr wing or cover page ? ability 2400 Lake Orange Dr listing this drawing indicates acceptance of proTessionar en ineeni a responsibility solely for the desi n shovTn. The suitability Suite Lake and use of this drawing for any structure is a responsibilit of the Building Designer per ANSI/TPI 1 Sbc.2.150 For more information see thisjob's general notes page and these web sites. ALPINE www.al inenw com, TPI www.t inst or , SBCA: www sbandustry com, ICC www iccsafe org Onando FL, 32837 Job Number: VARIOUS 9A6 9A7 ,1 8SE ,02A ,RB01 Qly 1 I FROM RAA4 / T35 / SY42 I Dr No DF758R5 07 06/ 70180096 Truss Label: FT8 Loading Criteria (psq Wind Criteria TCLL* 4000 Wind Std. NA TCDL. 1000 Speed: NA mph BCLL: 0.00 Enclosure. NA BCDL: 5.00 CategoryNA EXP: NA Des Ld 55.00 Mean Height: NA ft NCBCLL 10.00 TCDL: NA psf Soffit: 2.00 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a NA It Loc. from endwall: NA 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 "1313" uses design values approved 1/30/2013 by ALSC Additional Notes Truss must be installed as shown with top chord up 17" 8 2'5"8 <_ 4'1" 1' 78 10., 178 1' 3"12 -- f31 1'3"12 -- 3X4 11115X3 1111.5X3 =3X4 A B C D i- 4 1 Snow Criteria (Pg,Pf in PSF) Pg NA Cl NA CAT: NF Pf: NA Ce. NA Lu: NA Cs' NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used. Yes FT/ RT:12(0)/10(0) Plate Type(s), WAVE 9, 4„ Defl/ CSI Criteria PP Deflection in loc Udell U# VERT( LL). 0.005 B 999 360 VERT( TL): 0.011 B 999 240 HORZ( LL): -0.002 D - HORZ( TL): 0.003 D Creep Factor: 2.0 Max TC CSI 0 117 Max BC CSI 0 072 Max Web CSI: 0.081 VIEW Ver: 17 02.02A 1213 21 ATE J o 278 ' *11, S/ONAL 07/ 09/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W H 225 /- I- /- /- /3.0 E 225 /-/- H Min Brg Width Req = 1 5 E Min Brg Width Req = - Bearing H is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handIm sIri in metalling,and bracing.. Refer to and follow the latest edition of BCSI (Building onentSafetyInformation, by TPI and SBCA) fo'r safety ractices prior to performing these functions. Installers shall provide temporary E BCSI . Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly drigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsoiledperBC1sectionsB3, B7 or B10, is rie Apply plates to each face of truss and position as shown above and on the JoinPDetails, unless noted otherwise Refer to igs 160A-Z for standard plate positions a division of ITW 8t 'Id' Components Group InC shall not be responsible for any deviation from this drowin any failure to build the n conformance with ANSUiPI 1, or for handlmq, shipping, installation and bracing of,trussesA eal on this dr wing or cover page. 1thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshov7n. The suitability iseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSIITPI1Sec.2. ALPINE MR c10MiA1N 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N333547 Ply 1 SEQN 54582 / T42 COMN Cusl• R8975 JRef 1Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,R601 Qly, 4 FROM: ALS DrwNo 187 18 1509 19154 Truss Label: Al KM / OF 07/06/2018 T3• 14'11"8 22'8• 29'11- r 7.3• 7'8.8 7'8"8 + 7'3• , Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit 000 Load Duration: 1.25 Spacing 24 0 " 6X6E r 29' 11 •' 8 6'1 1•e 81 8' s'1 1.8 1'0•8 6•, 1'8 , 4•, 1'8 22.11•e 2' ' 11 • Wind Criteria Wind Std. ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP' C Mean Height 24.56 It TCDL: 4 2 psf BCDL. 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a3.00 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 2x6 SP #2 N B2 2x4 SP #1 Webs 2x4 SP #3 :W2, W4 2x4 SP #2 N: Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set "l3B" 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. 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 Yes FT/ RT 20(0)/10(0) Plate Type(s). WAVE Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL): 0.082 K 999 360 VERT( TL): 0 313 K 999 240 HORZ( LL)• 0 037 G - HORZ( TL) 0 073 J - - Creep Factor: 2.0 Max TC CSI: 0.947 Max BC CSI: 0.673 Max Web CSI: 0 423 VIEW Ver:17.02.01A.1115.21 a • ATE ' Q • pc•, . jQL OR OP k,, 0 278 S/ONAL '.rAV 07/ 09/2018 o, 20'0•12 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W M 1546 / 429 / 1021 / - / 287 / 3 5 N 1546 / 429 / 1021 / - / - 13.5 Wind reactions based on MWFRS M Min Brg Width Req = 2.1 N Min Brg Width Req = 2.1 Bearings M & N 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 908 - 2370 E - F 765 - 1692 C - D 908 - 2282 F - G 910 - 2282 D - E 763 - 1692 G - H 907 - 2370 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - L 1958 - 662 K - J 1950 - 679 L - K 1950 - 663 J - H 1958 - 678 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens Comp D - K 354 - 635 K - F 353 - 635 E - K 802 - 329 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handllnp shlppin Installing, and bracing. Refer to and follow the latest edition of BCSI (Building tSafetyInformation, by TPI an g SBCA) gr safety pgractices prior to performing these functions. Installers shall provide temporary BCSI_ Unless noted oyherwise,top chord shall have properig attached structural sheathing and bottom chord shall have a properly IdcelllnaLocationsshownforpermanentlateralrestraintyfwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 810, e. AfpTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to 60A- Z for standard plate positions. vision of ITW Building omponents Group InC shall not be responsible for any deviation from this Brewing anY failure to build the Iformance with ANSIIT 1 1, or for handling shipping, Installation and bracing of trussesA eal on this drawirfg or cover page, drawin indicates acceptance of pro esslona en ineerinq responsibility solely for the de si n shoy7n. The sui ability 1fthisgrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 ac.2. AL NEMl TY CQMINtY 2400 Lake Orange Dr Suite 150 Orlando FL, 3', Job Number: N333547 Ply: 1 I SEON: 54559 / T47 / HIPS Cusl: R R8975 JRel, 1 Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A .RB01 Oty 2 FROM. ALS DrwNo. 187.18.1509 19482 Truss Label: A2 KM / OF 07/06/2018 TY 12'11"8 1611"8 22'8" TY 58"8 4' 5'8"8 04X6 Zi06 E F 29' 11" 29'11" 1'0"8 6'1 1"8 8' 8' 611"8 1'0" 6'11"8 14'11"8 22'11"8 29'11" Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 1000 Des Ld: 47.00 NCBCLL' 10 00 Soffit: 000 Load Duration 1.25 Spacing: 24 0 " Wind Criteria Wind Sid ASCE 7-10 Speed. 150 mph Enclosure Closed Risk Category: II EXP: C Mean Height: 24.06 ft TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall' not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N B2 2x4 SP #1: Webs 2x4 SP #3 :W2, W5 2x4 SP #2 N. Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 IN: BLOCK LENGTH = 2 000' Lumber value set "l3B" 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. 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). 0.076 L 999 360 VERT(TL): 0.293 L 999 240 HORZ(LL): 0.042 H - HORZ(TL): 0 070 K Creep Factor: 2 0 Max TC CSI 0 731 Max BC CSI 0 672 Max Web CSI: 0.222 VIEW Ver 17.02 01A.1115 21 VATE OF SE 0 278 S ONAIkrnalmiultio 07/ 09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom chord $hall have a propperly peer BCSI sections $3, B7 or B10, unless noted otherwise Refer to s, 20'0"12 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W N 1547 / 433 / 1027 / - 1254 / 3 5 0 1547 / 433 / 1027 / - / - / 3.5 Wind reactions based on MWFRS N Min Brg Width Req = 2 1 0 Min Brg Width Req = 2 1 Bearings N & 0 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 964 - 2378 F - G 811 - 1712 C - D 943 - 2271 G - H 945 - 2271 D - E 810 -1712 H - 1 962 - 2378 E - F 820 - 1531 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. B - M 1943 - 692 L - K 1935 - 721 M - L 1935 - 693 K - 1 1943 - 720 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. D - L 313 - 574 L - F 401 -185 E - L 401 -185 L -G 312 -574 Alpina, a division of ITW Buildl1%4components Group Inc shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIrfP1 1, or (or han tin shipping, installatldn and bracing of,trussesA seal on this dr wingq or cover page , listingthisdrawingindicatesacceptanceofpro),'essional en ineerinq responsibilittyy solely for the desi n show7n. The suitability anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDeslgrSerperANSI/TPI 1 ac.2. For more information see this job's general notes page and these web sites ALPINE: www.alpineitw.com, TPI: www.tpinst.org, Sack www.sbcindustry.com; ICC: www iccsaf ALPINE u+ nvcowr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Ply: 1 SEQN: 54562 / T31 / HIPS Cust: R R8975 JRef: 1 Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Qty 2 FROM. ALS Dnallo: 187 18 1509 19436 Truss Label: A3 SN / DF 07/06/2018 r' Loading Criteria (psf) TCLL. 2000 TCDL: 1700 BCLL: 0.00 BCDL: 10.00 Des Ld 47.00 NCBCLL: 10.00 Soffit: 000 Load Duration: 1.25 Spacing. 24 0 " 7'1"4 T1"4 6'l1"8 6'11"8 Wind Criteria Wind Std: ASCE 7-10 Speed, 150 mph Enclosure: Closed Risk Category. II EXP: C Mean Height, 23 56 ft TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall not in 9.00 ft GCpi: 0.18 Wind Duration 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP #1: Bot chord 2x6 SP #2 N :132 2x4 SP #1 Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N. BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N' BLOCK LENGTH = 2.000' Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 10'11"8 18,11"8 22'912 29'11" 3' 10"4 + 8' i 3.10.4 T 7' 1 "4 55E5 T2 ; 5F5 29'11" 8' 14'11"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 8' 22'l1"8 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.092 L 999 360 VERT(TL) 0.314 L 999 240 HORZ(LL)' -0 042 C - HORZ(TL) 0.070 K Creep Factor: 2.0 Max TC CSI: 0.925 Max BC CSI 0 737 Max Web CSI. 0.261 VIEW Ver: 17.02 01A 1115.21 xpS Ow••JIt! T0. ObI040 o :% ATE ' 4 •• ,C OR\V.-' Orr A ••...+•' _` 0 278 rrrir t) O Al ALL xur tetat111g10 0 07/09/2018 20'0"12 6'11 "8 29'11"+ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W N 1657 / 436 / 1027 / - / 221 / 3 5 0 1658 / 436 / 1027 / - /- 13.5 Wind reactions based on MWFRS N Min Brg Width Req = 2.3 0 Min Brg Width Reg = 2.3 Bearings N & 0 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 981 - 2574 F - G 1086 - 2428 C - D 958 - 2481 G - H 956 - 2483 D - E 1088 - 2427 H - 1 980 - 2575 E - F 878 -1942 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - M 2120 - 704 L - K 1851 - 596 M - L 1850 - 571 K - 1 2122 - 732 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. M - E 501 - 259 F - K 502 - 259 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 bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attach d Acig ceiling Locations shown for permanent lateral restraint bf webs shall hav braawn insl611ed per BC I s coons t}3, B7 or 810, as app icable. AppTy plates to each face of truss and position as shown above and on tI a Joint9Details, unless note otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Buildl'ncc omponpnts Grqup Inc shall not be responsible for any deviation from this drpwin any failure to build the µ,,,,,co,.µ truss In conformance with AN11/T 1 1, or ffor handliriq shipping, installation and bracing of trussesA eal on this dr wirsg or cover page, , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona en ineering responsibilittyy solely the design sho n. The su! abilityanduseofthisdrawingforanystructureistheresponsibilitoftheQuildingDesigrferperANSI/TPI 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 tipinst or : SBCA: www sbandustry com. ICC' www.tccsafe.org Orlando FL, 32837 Job Number: N333547 Ply 1 SEON• 54567 / T46 / HIPS I Cust: RR8975 JRef 1Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,RBOI Oty' 2 FROM: ALS DrwNo. 187.18.1509.19404 Truss Label: A4 KM / OF 07/06/2018 8'11"8 14'11"8 20'11"8 29'11" 8' 11 "El6' 6' c 6X6 III2X4 a 6X6 D E T2 F 20'0"12 29' 11 •' f10"8 611.8 8' 8 6'11"8 1'0'8 611.8 14'11"8 22'11"8 29'111" ' I 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 Fig: NA Ct NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL 17.00 Speed: 150 mph Pf: NA Ce NA VERT(LL) -0 181 C 999 360 M 1547 / 679 / 1020/ - / 187 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs. NA VERT(TL). 0.361 C 999 240 N 1547 / 679 / 1020/ - / - / 3.5 BCDL: 10.00 Risk Category. II Snow Duration. NA HORZ(LL). -0.114 C - Wind reactions based on MWFRS Des Ld: 47.00 EXP C HORZ(TL): 0.130 C M Min Brg Width Req = 2.1 NCBCLL 10 00 Mean Height 23 O6 It Code / Misc Criteria Creep Factor 2 0 N Min Brg Width Req = 2.1 TCDL 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 929 Bearings M & N are a rigid surface Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI. 0.949 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ff Re Factors Used: Yesp Max Web CSI: 0 322 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall not in 9 00 ft FT/RT:20(0)/10(0) Chords Tens.Comp Chords Tens. Comp GCpi: 0.18 Plate Type(s) Wind Duration: 1.60 WAVE VIEW Ver 17.02.01A.1115.21 B - C 1157 -2525 E - F 1059 -2150 C - D 967 - 2225 F - G 967 - 2225 Lumber D - E 1059 - 2150 G - H 1156 - 2522 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 N :132 2x4 SP #2 N: Chords Tens Comp. Chords Tens. Comp Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' B - L 1879 -701 K - J 1834 -704 Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' L - K 1834 -701 J - H 1879 -702 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind Wind loads based on MWFRS with additional C&C D - K 418 -175 K - F 418 - 174 member design E - K 215 -402 O a•''JY` o VATE OF ; Q A, gyp• •. C OR\P.•k,tV., . c ss 0NAt40278 %kk r =guile, 07/09/2018 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 an c7 SBCA) g safPety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted c herwise,top chord shall have proper)y attached structural sheathing and bottom hord shall have a properly attach tl rigid ceiling Locations shown for permanent lateral restraint of webs shall hav bracing insialled per BC I sections B3, B7 or B10, as appIcafAe. Apply plates to each face of truss and position as shown above and on t e Joint Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildl'n4qCComponents Group InC. shall npt be responsible for any deviation from this dr winq any failure to build thetrussinconformancewithAN11111, or or handling shipping, installation and bracing of,trussesA seal on this Owing or clover pa e, , 2400 Lake Orange Or listing this drawing, indicates acceptance of prolLssionaf en ineerinq responsibility solely for the des i n shown. The suitability Suite 150anduseofthisawingforanystructureistheresponsibilitoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites: ALPINE. www.al ineitw.com; TPI: w .t inst.or : SBCA, www sbdridust .corn; ICC. www.iccsafe.org Orlando FL, 32837 Job Number: N333547 Ply. 2 I SEON. 54571 / T14 / HIPS Cusl: R R8975 JRef. 1 Wcf89750096 VARIOUS ,9A6/9A7 .198SE ,02A ,RBOI Oty. 1 FROM: ALS DnvNo 187.18.1509.19186 Truss Label: A513 KM / OF 07/0612018 2 Complete Trusses Required 6'11"8 14' 11"8 6' 11 "8 8' 6X8 D 22'11" 8 8' 1114ET2 4 =6XF 29" 1" 6' 11"8 iz 6 04x4 4x4 W4 C W2 G B H 0 M- 1 L 82 K J n N 1113X12((E3) =5X5 =4X8 =5X5 1113X12((E3) 4X4(E3)—4X4(E3) 29' 11" F1'0"8 6'11" 8 8' 8' N1"8 6'11"8 14'11" 8 22"1"8 29'11" '1 oWO"12 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. 17.00 Speed: 150 mph Pf NA Ce. NA VERT(LL). 0 139 E 999 360 M 3026 / 1265 I - ! - / - 3.5 BCLL: 0.00 Enclosure Closed Lu: NA Cs: NA VERT(TL): 0.540 E 999 240 N 3026 / 1265 I - / - / - 3.5 BCDL: 1000 Risk Category. II Snow Duration: NA HORZ(LL): 0 049 G - - Wind reactions based on MWFRS EXP: C Des Ld 47. 00 HORZ : 0.121 G L) M Min Br WidthRe 2.1 g q Mean Height 2256ftNCBCLL000TCDL' 4 2 psf Code / Misc Criteria Creep Factor: 2.0 N Min Brg Width Req = 2.1 Soffit 0 00 BCDL. 5. 0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI 0.656 Bearings M & N are a rigid surface Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI 0 959 Members not listed have forces less than 375# Spacing 24 0 " C&C Dist a: 3 00 ft Rep Factors Used. No Max Web CSI: 0 282 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/ RT-20(0)/10(0) Chords Tens.Comp Chords Tens Comp. GCpi: 0.18 Plate Type( s) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 B - C 10-2601 E - F 1- 316 Lumber C - D 1051 -2562 F - G 1051 51 -2562 D - E 1305 - 3169 G - H 1075 - 2601 Value Set: 13B (Effective 6/ 1/2013) Top chord 2x4 SP #2 N T2 2x6 SP #2 N- Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 N B2 2x4 SP #2 N. Chords Tens.Comp. Chords Tens Comp. Webs 2x4 SP #3 :W2, W4 2x4 SP #2 N Lt Slider 2x6 SP #2 N. BLOCK LENGTH = 2.000' B - L 2228 -908 K - J 2226 -908 Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' L - K 2226 -908 J - H 2228 -908 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Nailnote Webs Tens Comp. Webs Tens. Comp. Nail Schedule:0.128"x3" nails D - K 1062 -447 K - F 1062 -447 Top Chord: 1 Row @12. 00" o.c. E - K 510 -809 Bot Chord: 1 Row @12. 00" o.c. Webs : 1 Row @ 4" o c. Use equal spacing between rows and stagger nails tRgldJf lp/ in each row to avoid splitting. r 7 F q Loading Q`•`7• ,` ••n•%ice 1 hip supports 6- 11- 8 jacks with no webs. Aecz Y C • R`9 Wind Wind loads andreactions based on MWFRS. Vik s,o : ATE 51 90278 '4jwrrnuutwn tait°` 07/ 09/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI ( Building Installers shall provide temporary bottom Chord shall have a properly per BCSI sections $3, B7or910JneeSsnotedotherwise. kefer t0 of ITW BuilM;+Components Group Inc shall not be responsible for any deviation from this drpwing,any failure to build the ice with ANSI 1, orforhandling, s ipping, installatidn and bracing of trussesA seal on this drawirrSlq or cover page, ng indicates acceptance of pro essiona engineerinq responsibilitty solely for the desi n shoWn. The suitability drawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sec.2. PIANE0w2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Ply 2 SEON 54596 / T15 / SPEC sh RR8975CuJRef 1Wcf89750096 VARIOUS , 9A6/9A7 ,198SE ,02A ,RB01 Oty 1 FROM: ALS Dnallo: 187 18 1509.19187 Truss Label: A6G KM / DF 07/06/2018 2 Complete Trusses Required T1" 4 9'3"8 , 11'7"8 t8'8"4 22'11"8 29'11" 7' 1"4 2.2''4 2'4" TO"124'3"4 6'11"B 1114X8 E 11134 2(EE )) =5X10 1114X8 "` =8X10 1112X4 I113X12 E'3) 29"1" 11•,6 + 4W'l + 7.2..8 + 4.3..4 + "1..4 f1'0'.8, t 6'6' 11" 8 11'4" 18'6"B 22'9"12 29'11" Loading Criteria ( psf) TCLL' 20. 00 TCDL 1700 BCLL. 0. 00 BCDL: 10. 00 Des Ld 47 00 NCBCLL. 0. 00 Soffit' 000 Load Duration: 1.25 Spacing: 24. 0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk CategoryII EXP' C Mean Height 23 15 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 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 2x6 SP #2 N :B2 2x4 SP #2 N. Webs 2x4 SP # 3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2 000' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2 000' Lumber value set " 13B" uses design values approved 1/30/ 2013 by ALSC Nailnote Nail Schedule: 0. 128"xY nails Top Chord: 1 Row @12.00" 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 splitting Special Loads Lumber Dur.Fac.= 1.25 / Plate Our Fac.=1.25) TC. From 78 plf at -1 04 to 78 plf at 1869 TC From 39 plf at 18.69 to 39 plf at 22.96 TC. From 78 plf at 22.96 to 78 plf at 3096 BC: From 20 plf at 0.00 to 20 plf at 18.54 BC: From 10 plf at 18.54 to 10 plf at 22.93 BC, From 20 plf at 22.93 to 20 plf at 29.92 TC: 240 lb Conc Load at 19.90,20 90,22.90 TC: 333 lb Conc. Load at 22 96 BC: 1953 lb Conc. Load at 18 69 BC: 148 lb Conc. Load at 19.90,20.90 BC 551 lb Conc. Load at 22.93 Wind Wind loads and reactions based on MWFRS. se Snow Criteria ( Pg, Pf in PSF) Pg: NA Ct: NA CAT Ni Pf: NA Ce: NA Lu NA Cs NA Snow Duration, NA Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0187 G 999 360 VERT(TL): 0. 700 G 809 240 HORZ(LL): 0. 062 1 - - HORZ(fL) 0147 1 - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.952 TPI Std: 2014 Max BC CSI 0 869 Rep Factors Used. No Max Web CSI 0.889 FT/RT.20( 0)/10(0) Plate Type(s): WAVE VIEW Ver: 17 02 01A 1115 21 Additional Notes WIND LOAD CASE MODIFIED! QO •••WA AVO. blf4tf • z*'; Yet •# ATE 0 278 4'` NNAL 07/09/2018 Maximum Reactions (Ibs) Loc R /U / Rw /Rh /RL /W P 2726 / 1233 I - / - / - / 3.5 O 4011 11828 /- I- /- /3.5 Wind reactions based on MWFRS P Min Brg Width Reg = 1.9 0 Min Brg Width Reg = 2 8 Bearings P & 0 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 1034 - 2271 F - G 1765 - 3905 C - D 1009 - 2231 G - H 1772 - 3919 D - E 987 - 2170 H - 1 1578 - 3466 E - F 1389 - 3079 1 - J 1605 - 3509 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - O 1929 - 866 M - L 3021 - 1367 O - N 1905 - 853 L - J 3013 - 1364 N - M 2885 - 1296 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp E - N 2334 - 1046 F - M 1190 - 547 N - F 1026 - 2156 M - H 1234 - 557 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of t Safety Information, by TPI and SECA) r sa shipping, practices prior to performing these functions Installers shall pros BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom Chord *hall lid ceiling. LocationsshownforpermanentlateralrestraintproperlywebsshallhavebrjcinqinsTalledpgrBCSIsectionsAe. AoD v plates to each face of truss and Dosition as shown above and on the oin Details. un ess noted otherw f ITW Build 11'n4 ompon?ntsGroup Inc. shall not be responsible for any deviation from this drawin any failure to build the e with ANSl411, or for handlin4. shipping, installatidn an bracing of,trussesA seal on this drowirfq or over page, g indicates acceptanceofprogessionaQengineeringresponsibilittyvsolelyforthedesignshovTn. cThe suiQability r7rawing for any structure is p e responsibility of the Building DesigrSer per ANSI/TPI 1 9ec.2. ALPINE u mv[ awun 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Ply' 2 SEQN 40135 / T13 / HIPS Cust RR8975 JRef. 1Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A .RB01 Qty. 1 FROM ALS DrwNo: 187 18 1509 16393 Truss Label: BIG KM / DF 07/06/2018 2 Complete Trusses Required 3'11"4 7'7" 10' 14' + 18'8" 22'11"4 29'11"4 3'11"4 3'7"12 2'5" 4' 4'8" 4'3"4 7' 1112X4 =4X4 12 F H 6T0T SO a5X8 o A 1112X4 B4X4 C6X6 D1112X4 ET2 T4 T ro l 1 W2 W11 I 1 Jie 9.4.. B2 013X6 5X14 1112XO4 1112X4 SS 017 SS1017 =6X6K m4X4(BR) K14X6 19' 0"15 3' 11"4 3'9"8 2'18 4'1"12 3' 11"4 7'8"12 9'10"4 14' 3' 0"11 i T9"11 4' 9"12 3'3"13 7'9"l1 1' 18. 9"12 + 22.1"9 + 29"1 V4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7-10 Fig: NA Ct. NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed 150 mph Pf NA Ce: NA VERT(LL): -0.269 O 839 360 0 2788 / 2089 / 630 / - / 172 / 7.3 BCLL 000 Enclosure Part Eric Lu. NA Cs. NA VERT(TL) 0 650 O 522 240 L 5598 / 3917 / 1534 / - / - / 11.3 BCDL: 10.00 Risk Category' II Snow Duration: NA HORZ(LL): -0.053 A - - K -954 1954 / 671 / - / - / 11.3 Des Lci 47.00 EXC HORZ L : 0.085 A R 421 / 288 / 557 / - / - / 8.0 NCBCLL: 10 00 Mean Height 15.00 ft TCDL 4 2 psf Code / Misc Criteria Creep Factor 2 0 Wind reactions based on MWFRS Soffit: 0. 00 BCDL: 5.0 psf Bldg Code: FBC 6th ed 201 Max TC CSI 0.942 Q Min Br Width Re = 1 5 g q - Load Duration 1.00 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI 0.591 L Min Brg Width Req = 1 5 K MinBrgWidthReq = 1 5 Spacing: 24. 0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.736 R Min Brg Width Req = 1.5 Loc. from endwall: not in 4 50 ft FT/RT:20(0)/l0(0) Bearings Q, L, K, & I are a rigid surface GCpi 0. 55 Plate Type(s) Bearings Q, L, K, & I require a seat plate. Wind Duration: 1.60 WAVE, 18SS VIEW Ver 17 02.02A.1213.21 Lumber Members not listed have forces less than 375# Value Set 13B (Effective 6/112013) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens Comp Top chord 2x4 SP #2 N T2, T4 2x4 SP #1 Bot chord 2x4 SP 2400f-2.0E : B2 2x4 SP #2 N: A - B 2388 - 3201 D - E 1901 - 2560 Webs 2x4 SP #3 :W2, W9 2x4 SP 2400f-2 OE: B - C 2388 - 3201 E - G 1905 - 2566 W11 2x4 SP #2 N: C - D 3153 -4238 Lumber value set "1313" uses design values approved 1/ 30/2013 by ALSC Nailnote Nail Schedule: 0.128"x3" nails Top Chord 1 Row @ 7 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 splitting. Special Loads Lumber Dur. Fac.=1.00 / Plate Dur Fac.=1.00) TC: From 282 plf at 0.00 to 318 plf at 3.00 TC: From 318 plf at 3.00 to 318 plf at 1567 TC: From 318 plf at 15 67 to 282 plf at 1867 TC: From 78 plf at 18.67 to 78 plf at 30.94 BC From 20 plf at 0 00 to 20 plf at 29.94 TC: 425 lb Conc. Load at 18 67 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens Comp P - O 4241 - 3159 M - L 1697 - 2271 O - N 4238 - 3153 L - K 1760 - 2354 N - M 4229 - 3149 IlltlllU/q/ q Maximum Web Forces Per Ply (Ibs) 6 p S Fc i Webs Tens.Comp. Webs Tens. Comp. i oOV .• • ••• y A - Q 1038 -1359 E - M 615 - 736 S••• A - P 3360 - 2505 M - G 4985 - 3728 V • B - P 563 - 679 G - L 1919 - 2702 P - C 824 - 1,111 G - K 2321 - 1666 0. 8 i D - M 1321 -1772 i • o • ATE : Q Negative reaction( s) of -954# MAX. from a non -wind ft0 278 load case requires uplift connection See Maximumwr,nrµut w Reactions. 07/ 09/2( 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) fo'r sa shipping, practicespriorto performing these functions Installers shall provide temporarryY bracin per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attach d r gid cei!inq Locations shown for permanent latgral restraint bf webs shall have br cinq installed per BC I s ctions B3, B7 or B10 as app ica e. Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless note otherwise. defer to ALPINE drawings 160A-Z for slandard plate positions. Alpina, a division of ITW Buildlng Components Group Inc. shall not be respponsinle for any deviation from this drawin any failure to build the µi,,ra,,,,s,, truss inconformancewithAN11/TPI 1, or for handling, shipping, installatidn and bracing of,trussesA seal on this Owing or cover page . , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro essiona en ineering responsibility solely for the design shovl7n. The sui ability Suite 150 and useofthisaawingforanystructureistheresponsibilit? of the 9uilding Desigrier per ANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites. ALPINE: w .al ineitw com, TPI %w t inst or . SBCA www sbundust com; ICC: w iccsafe org Orlando FL, 32837 Job Number: N333547 I Ply. 1 I SEON. 40136 / T24 / HIPS I Cush R R8975 JRO: 1 Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Oly 1 FROM: ALS DrwNo 187.18.1509.16612 Truss Label: B2G KM / OF 07/06/2018 E"4 10'8" 16'4'• 4 4's'•12 1 68" 4X4D 20' 1 D"4 + 4'6"4 4'1"12 30, 5' 4X4(B1) =5X10 =6X6 =4X6 1112X4 =4X4(B1) 21' 9 -i 41' 10, 6,T'8 4'6"4 5,1..12 1' 0' 16'7"8 2rr 12 z4'10"4 T 30• T, Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std. ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL: 0.00 Enclosure. Part. Enc. BCDL: 10.00 Risk Category II C Des Ld: 47.00 MeaMean Height: 15 00 ff 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 It Loc. from endwall. Any GCpi 0 55 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T3 2x4 SP #1: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur Fac =1.25) TC: From 78 plf at -1.00 to 78 plf at 31.00 BC: From 20 plf at 0.00 to 20 plf at 30.00 TC 172 lb Conc Load at 21.40 TC 174 lb Conc Load at 22 94 TC: 448 lb Conc. Load at 24 97 BC 54 lb Conc. Load at 21 40 BC: 97 lb Conc. Load at 22.94 BC 180 lb Conc. Load at 24.97 Wind Wind loads based on MWFRS. 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 T So 09,4., Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W VERT(LL): -0.046 C 999 360 B 984 / 489 / 896 /- / 214 / 8 0 VERT(TL): 0.138 M 999 240 N 2705 / 1291 / 1368 / - I - / 8.0 HORZ(LL): -0.016 L - O 637 / 247 / 332 /- / - 18.0 HORZ(TL) 0 026 C Wind reactions based on MWFRS Creep Factor. 2 0 B Min Brg Width Req = 1 5 Max TC CSI: 0 719 N Min Brg Width Req = 3 8 Max BC CSI: 0.989 0 Min Brg Width Req = 1 5 Max Web CSI: 0.722 Bearings B, N, & H are a rigid surface. Bearings B, N, & H require a seat plate. Members not listed have forces less than 375# VIEW Ver: 17 02 02A 1213.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - C 1149 -1359 E - F 853 - 698 C - D 1007 - 981 F - G 968 - 509 D - E 960 - 950 G - H 198 - 715 ATE :Q F•..._.... _` 07/09/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B-M 1122 -826 K-J 566 -113 M - L 721 -674 J - H 549 - 113 L - K 567 - 812 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp C - M 387 - 408 L - F 1629 - 1393 M - D 584 - 490 F - K 965 - 1559 E - L 684 - 814 K - G 761 - 1643 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingp, handling shipping, installing. and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byY TPI an c7 SBCA) fbr sa Ely practices prior to performing these functions. Installers shall provide temporalrrYy bracin per BCSI . Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall havea property attach d n 4gid ceilrn Locations shown forpermanent latgral restraint of webs shall hav braGn installed p r BC I secoons 63, 7 or 610 as app icaDle. Appp y plates to each face of truss and position as shown above and on tt a Joint9Details, un ess noted otherwise. Refer to' ALPINE drawings160A-Z fbr standard plate positions Alpinp, a division of ITW Building Components Grqup Inc shall not be responsible for any deviation from this drawing any failure to build the µrry 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 Dr. listingthisdrawingindicatesacceptanceofproessionaenineennqresponsibilittyvsolelyforthedesinshovdn. The suitability Suite 150 anduseofthisdrawingforanystructureistheresponsibilityofthe9uildingDesigrierperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites ALPINE: w aipineitw cam: TPI w tpinst org, SBCA www stiandustry cam, ICC w -i iccsafe org Orlando FL, 32837 Job Number: N333547 VARIOUS ,9A6/9A7 .198SE ,02A ,RB01 Truss Label: Cl Ia Loading Criteria (psq TCLL: 20.00 TCDL 17.00 BCLL: 000 BCDL' 1000 Des Ld: 47.00 NCBCLL 1000 Soffit: 0.00 Load Duration: 1.25 Spacing: 24 0 " B Ply: 1 SEON: 40137 / T25 / Oty. 2 FROM. ALS TW4 6'64 10'8" 14'912 18'0"12 3'3"4 3'3" 4'1"12 4'1"12 3'3" 4X4F 04E4(..) 04X4(..) G 6 12 D B3 N H C I M B2 L m5X10 5X10 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: NA GCpi 0.18 Wind Duration: 1 60 Lumber Value Set 13B (Effective 6/112013) Top chord 2x4 SP 2400f-2.OE Bot chord 2x4 SP #1 :132 2x6 SP SS: B3 2x4 SP #2 N: Webs 2x4 SP #3 Lt Wedge 2x4 SP #3..Rt Wedge 2x4 SP #3: Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur Fac.=1.25) TC. From 78 pit at -1.00 to 78 pit at 2233 BC: From 20 plf at 0.00 to 20 plf at 6.67 BC: From 60 plf at 6.67 to 60 plf at 7.58 BC: From 100 plf at 7.58 to 100 plf at 13.83 BC' From 60 plf at 13 83 to 60 plf at 1467 BC, From 20 plf at 14 67 to 20 plf at 21 33 Plating Notes All plates are 2X4 except as noted. 2 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 WARNING' 20 psf additional bottom chord live load check has been modified 21'4" Cust. R R8975 JRef. 1 Wcf89750096 DrwN o. 187.18.1509.16302 KM / DF 07/06/2018 21'4" A 4' 4' 6'8" 10'8" 14'8" 21'4" 9V Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf, NA Ce NA VERT(LL)' 0.252 L 999 360 B 1475 / 535 / 773 / - / 214 8 0 Lu: NA Cs. NA VERT(TL): 0 828 L 470 240 O 1476 / 535 / 773 / - / - 8.0 Snow Duration NA HORZ(LL): 0 113 D - - Wind reactions based on MWFRS HORZ(TL): 0.242 D B Min Big Width Req = 1.7 Code / Misc Criteria Creep Factor, 2.0 O Min Big Width Req = 1.7 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 797 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.807 Bearings B & J require a seat plate Rep Factors Used, Yes Max Web CSI: 0.246 FT/RT 20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s) Chords Tens.Comp. Chords Tens. Comp WAVE VIEW Ver: 17.02.02A 1213.21 B - C 958 - 2451 G - H 701 - 1747 C - D 828 - 2081 H - 1 828 - 2082 D - E 701 -1748 1 - J 958 - 2453 S Q,__••` 0Vi o•;;AkT IE 0278r i 10 0H/n.NA 07/09/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-M 2100 -811 L -J 2102 -811 M - L 1769 - 705 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - M 164 - 469 N - G 720 - 1882 D - M 646 -182 L - H 646 - 182 E - N 720 -1882 L - 1 172 - 471 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, ha di shi in installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fbF safety ractices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted o herwise,top chord shall have properIx attached structural sheathing and bottom Chord shall have a progeryattach) rigid ceiling Locations shown for permanent Iatgral restraint of webs shall have brycinq installed per BCI sections $3, B7 or B10 as app ica e. Apply plates to each face of truss and position as shown above and on the oin Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. Alpina, a division of ITW BUilding Components Group In, shall not be responsible for any deviation from this drawin any failure to build thetrussinconformancewithuNSI/TPl 1, or or handling shipping, installation and bracing of,trussesA eat on this dr wirSg or cover page , listing this drawing indicates acceptance of pro-fessionar engineering responsibility solely for the design shown. The suitabilityanduseofthisyawingforanystructureisheresponsibitit9oftheBuildingDesigerperANSI/TPI 1 Sec.2. 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 iccsaf ALPINE 1TW COMMM 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 I Ply: 1 SEON 40138 / T22 / COMN Cust: R R8975 JRef: 1 Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,R601 Oly' 2 FROM: ALS DrwNo. 187 18 1509 16736 Truss Label: C2 KM / DF 07/06/2018 6'6..4 10'8" 14'9"12 18'0"12 21'4" 3'3"4 3'3" 4'1"12 4'1"12 3'3" 3'3"4 Loading Criteria (psf) TCLL: 2000 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL' 10 00 Soffit. 0.00 Load Duration 1 25 Spacing: 24.0 " 04F o4E4('•) %4X4( C') 12 6 p D B3 M H C I e J L 132 K N a5X10 a5X10 m4x6rB21 1, 6'8" 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. not in 4.50 It GCpr 0 18 Wind Duration. 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE Bot chord 2x4 SP #1 :B2 2x6 SP SS: 133 2x4 SP #2 N: Webs 2x4 SP #3 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1 25 / Plate Dur Fac =1 25) TC. From 78 pIf at 1.00 to 78 plf at 21 33 BC: From 20 pIf at 0.00 to 20 plf at 6.67 BC From 60 plf at 6.67 to 60 pIf at 7.58 BC, From 100 plf at 7.58 to 100 plf at 13.83 BC: From 60 plf at 13 83 to 60 plf at 14.67 BC From 20 plf at 14.67 to 20 pIf at 21.33 Plating Notes All plates are 2X4 except as noted. 2 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 WARNING' 20 psf additional bottom chord live load check has been modified 4' 10-8" 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 Sid 2014 Rep Factors Used Yes FT/RT.20(0)/10(0) Plate Type(s): WAVE 21'4" 4' 14'8" Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0 254 K 999 360 VERT(TL): 0 840 K 464 240 HORZ(LL): 0114 D - - HORZ(fL): 0 241 D Creep Factor. 2.0 Max TC CSI. 0.795 Max BC CSI: 0.783 Max Web CSI 0 224 VIEW Ver' 17 02.02A 1213.21 io. psi • e • ATE t, a0 278'•, S/pNAk- 07/09/2018 6'8" 21-4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1410 / 536 / 774 1- / 201 / 8.0 N 1329 / 496 / 690 / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1 7 N Min Brg Width Req = 1 6 Bearings B & J are a rigid surface. Bearings B & J 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 960 - 2381 G - H 704 - 1733 C - D 831 - 2074 H - 1 832 - 2077 D - E 704 -1735 1 - J 969 - 2400 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - L 2039 - 813 K - J 2062 - 823 L - K 1775 - 708 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp C - L 166 - 468 M - G 724 - 1889 D - L 577 -183 K - H 589 -187 E - M 724 -1889 K - 1 206 - 497 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, handlingg shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an SBCA) fb safety practices prior to performing these functions Installers shall provide temporarryY bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural shea±hing and bottom chord shall have a properly attached rigid ceiling `ovations shown forpermanent latgral restraint 6f webs shall hay bracing inslalled per BCSI sections B3, B7 or B10, as app ica e. Apply plates to each face of truss and position as shown above and on tI a JoinrDetails, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildin,$ omponents Gi'nj InC. shall not be responsible for any deviation from this drawing any failure to build the trussinconformancewithANSI411, or for handli q shipping, installatidn and bracing of trussesA seal on this dr%wing 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 awing for any structure is the responsibilit of the Building Desigrier per ANSI/TPI 1 Sec.2.150 For more information see thisjob's general notes page and these web sites. ALPINE wvnv al inedw com. TPI vnvw t inst or ; SBCA: i.sbondust .com; ICC: www.irssafe.or Orlando FL. 32837 Job Number: VARIOUS 9A6 9A75198SE ,02A ,RBOI Oty: 1 I FROM: RAA9 / T10 / COMNI Dr No/ 187 18.1509. O6/ 30180096 Truss Label: C3 DF SO0 in Loading Criteria (psq TCLL: 20.00 TCDL' 17.00 BCLL. 000 BCDL. 10.00 Des Ld 47 00 NCBCLL 1000 Soffit: 0.00 Load Duration 1 25 Spacing: 24.0 " 5'2"11 9' 12'4" 5711 3'9"5 1 3'4" 9.4" 9-4., 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 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 4X4 =4X4 D E 21'4" 2'8" 12' Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT: W Pf. NA Ce NA Lu: NA Cs. NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std 2014 Rep Factors Used: Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE 16'1"5 21'4" 3'9"5 T 5.2"11 9.4" 21'4" Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0 056 1 999 360 VERT(TL): 0 290 1 999 240 HORZ(LL): 0 026 1 - - HORZ(TL)' 0 062 1 Creep Factor: 2.0 Max TC CSI 0 492 Max BC CSI: 0.849 Max Web CSI 0 196 VIEW Ver: 17.02.02A.1213.21 o•; ATE ;•Qt Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1123 /324 /772 /- /186 /80 K 1123 / 324 / 772 / - /- / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 K Min Brg Width Req = 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 642 -1681 E - F 563 - 1338 C - D 563 -1337 F - G 641 - 1682 D - E 543 -1153 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. B - J 1414 - 464 1 - G 1415 - 489 J-1 1153 -314 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp I - F 218 - 378 07/09/2018 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, handlingg shipping, in*tailing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) Mr safely practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach rigqid ceiling Locations shown for permanent lattrral restraint of webs shall hav brarinpp installed gr BCSI sections B3, B7 or 10. as app rcal5le. Apply plates to each face of truss and position as shown above and on tI a JoinCDetails, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. Alping, a division of ITW BwldmccttComponents Group Inc, shall not be responsible for any deviation from this drawin any failure to build the truss In conformance with ANSI PI 1, or for handling, shipping, installatidn and bracing of,trussesA seal on this dr wing or cover page. listing this drawing indicates acceptance of proTessionar en ineering responsibilittyv solely for the desi n shown. The suitabilityanduseofthisdrawingforanystructureistheresponsibilityroftheBuildingDesigrSerperANSI/TPI 1 S%c.2. Ky ALPINE Co u 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Ply. 1 SEQN: 40140 / T69 / HIPS Cust: R R8975 JRef: 1 Wcf89750096 VARIOUS ,9A619A7 ,198SE .02A ,RB01 Qty 1 FROWALS DrwNo: 187 18 1509 16674 Truss Label: C4G KM / DF 07/06/2018 7' 108'8" 14W 21'4" 7' 3'" 3 Ir. T 1 7'Y8 7'3" 8 Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std: ASCE 7-10 TCDL. 1700 Speed, 150 mph BCLL: 0.00 Enclosure Closed BCDL' 10.00 Risk Category II EXP. C Des Ld 4700 Mean Height. 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc from endwall: NA GCpi: 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 32 2x4 SP #2 N: Bot chord 2x4 SP 2400f-2 OE Webs 2x4 SP #3 It Wedge 2x4 SP #3:,Rt Wedge 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. Wind Wind loads and reactions based on MWFRS 5X5 =4X4 5X5 C D T2 E 21'4" 6'8"8 14' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT N/ Pf: NA Ce: NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std' 2014 Rep Factors Used No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL). 0.118 D 999 360 VERT(TL)' 0.458 D 881 240 HORZ(LL): 0 047 H - HORZ(TL): 0115 H Creep Factor: 2.0 Max TC CSI: 0.935 Max BC CSI: 0.728 Max Web CSI 0 409 VIEW Ver: 17.02.02A.1213.21 fir ATEQZ 4027 NA 7'4" 21'4" 1 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 2134 /617 /- I- /- /80 J 2134 /617 /- /- /- /80 Wind reactions based on MWFRS B Min Big Width Req = 1.8 J Min Big Width Req = 1.8 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 1048 - 3692 D - E 894 - 3255 C - D 893 - 3256 E - F 1049 - 3691 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp B - 1 3172 - 879 H - F 3171 - 880 1 - H 3534 -1023 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp C - 1 1075 -172 D - H 193 - 418 1 - D 194 -416 H -E 1074 -173 07/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handling shippin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingnponentSafetyInformation, by TPI and SBCA) gr safety rachces prior to performing these functions. Installers shall provide temporary in er BCSI Unless noted c herwise,top chord shall have properIg attached structural sheathing and bottom hord shall have a proper ychdn9idceilingLocationsshownforpermanentlateralrestraintbfwebsshallhavbracininstalledperBCIsectionsB3, B7 or B10ppicageApplyplatestoeachfaceortrussandpositionasshownaboveandontieJoinl9Details, unless notetl otherwise Defer to wings 160A-Z for standard plate positions. a division of ITW Build Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with AN11/fP1 1, or for handling, shipping, installatidn and bracing of trussesA seal on this dr wi g or cover page . this drawing indicates acceptance of pro essiona en meering responsibility solely for the design shown. The suitabilityeofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sec.2. information see this job's general notes page and these web sites: ALPINE www alpineitw corn, TPIwww.tpinst org, SBCA: www sbundustry.com; ICC: www iccsal ALPINE IN f W COM:AN'I 2400 Lake Orange Dr. Suite 150 Onando FL. 32837 Job Number: N333547 Ply: 1 SEON. 54545 / T30 / SPEC Cust R R8975 JRef: 1 Wcf89750096 VARIOUS ,9A6/9A7 .198SE ,02A ,RB01 Oty 1 FROM ALS DrwNo: 187.18.1509 19249 Truss Label: D1 KM / OF 07/06/2018 5' 1 13'S"15 187 8 5'1: 4'2"7 4-27 61"9 04E 3) T 20'0.12 1'0" 8 18'T'8 9'4" 9'3"8 187'8 i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCS1 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 I U / Rw / Rh / RL / W TCDL, 17.00 Speed: 150 mph Pf: NA Ce NA VERT(LL) 0.027 1 999 360 J 996 / 281 / 671 / - / 179 / 3 5 BCLL. 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL): 0.104 1 999 240 K 910 / 250 / 584 / - / - / - BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL). 0.012 G - Wind reactions based on MWFRS Des Ld: 47.00 EXP. C HORZ TL): 0.021 I J Min Br Width Reg q = 1.5 NCBCLL' 10.00 Mean Height: 23.15 ftg Code / Misc Criteria Creep Factor. 2 0 K Min Big Width Req = - Soffit. 000 TCDL: 4.2 psf BCDL 5.0 psf Bldg Code. FBC 6th ed 201 Max TC CSI 0 351 Bearing J is a rigid surface. Load Duration 1 25 MWFRS Parallel Dist: h/2 to h TPI Std, 2014 Max BC CSI: 0.504 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 0 211 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT 20(0)/10(0) Chords Tens.Comp Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver 17.02 01A.1115.21 B - C 592 - 1364 E - F 498 - 1027 Lumber C - D 556 - 1282 F - G 581 - 1293 D - E 483 - 1026 G - H 598 - 1393 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 N Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2 000' B - 1 1095 -428 1 - H 1109 -429 Rl Slider 2x6 SP #2 IN: BLOCK LENGTH = 2.000' Lumber value set " 13B" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Wind E - 1 554 -250 Wind loads based on MWFRS with additional C&C member design. ATE 90 278 '''%,S ONAL 07/09/2018 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 shippin installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) fo'r saffety ractices prior to performing these functions. Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properigy attached structural sheathing and bottom chord shall have a properly attached rl id ceilin Locations shown forpermanent lateral restraint Of webs shall hay bracing installed p r SCSI sections B3, B7 or 810 as applical a Apo y plates to each face or truss and position as shown above and on tt a Joint Details, un ess noted otherwise Refer to'ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build l'n4q omponpnts Group InC. shall not be responsible for any deviation from this drawin any failure to build the _17.00 .,n trussinconformancewithANSI1411, or or handling, shipping, installation and bracing of,trussesA seal on this dr wing or over pa e , , 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofproTessronarenineeringresponsibilitysolelyforthedesinshown. The suiTability Suite 150 anduseofthisyawingforanystructureistheresponsibilitoftheuildingDesigrferperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sitesALPINE www alpineaw cam, TPI www 1pinst org, SBCA www.sbandustry cam; ICC: www.iccsafe org Orlando FL, 32837 Job Number: N333547 Ply. 1 SEQN. 54543 / T50 / HIPS Cust. RR8975 JRef. 1Wcf89750096 1 VARIOUS ,9A6/9A7 ,198SE ,02A .RB01 Qty: 1 FROM ALS DrwNo: 187 18 1509 19265 Truss Label: D2 KM / OF 07/06/2018 5'1"1 8111"8 1TY15 5171 T Tl0"7 4,6„7 4X4 E 11 187'8 5'1"9 3) T 20'0"12 L1'0"8 _ f T 187'8 18'7"B 187"8 i 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, 17.00 Speed: 150 mph Pf: NA Ce. NA VERT(LL) -0 036 G 999 360 J 996 / 425 / 663 / - / 174 / 3.5 BCLL. 000 Enclosure: Closed Lu NA Cs: NA VERT(TL). 0 104 1 999 240 K 910 / 378 / 576 / - / - / - BCDL' 10.00 Risk Category II Snow Duration: NA HORZ(LL): -0.017 C - - Wind reactions based on MWFRS Des Ld. 4700 EXP' C HORZ(TL): 0.021 I - - J Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 23.06 ft 2TCDL. 4 2 psf Code / Misc Criteria CreepFactor, 2.0 K Min Brg Width Reg = Soffit. 0.00 TCDL: psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.351 Bearing J is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI 0.504 Members not listed have forces less than 375# Spacing. 24 0 " C&C Dist a 3.00 R Rep Factors Used: Yes Max Web CSI 0.211 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: 17.02.01A.1115.21 B - C 608 -1364 E - F 478 - 1028 Lumber C - D 570 -1282 F - G 573 - 1293 D - E 477 - 1026 G - H 582 - 1393 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 N Chords Tens.Comp Chords Tens. Comp. Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' B - I 1095 -430 1 - H 1109 -436 Rt Slider 2x6 SP #2 N' BLOCK LENGTH = 2.000' Lumber value set "l3B" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Wind E - 1 553 -275 Wind loads based on MWFRS with additional C&C member design. OO 0 `9111 O: ATE O G v* 40 278 *N S ONAL 07/09/2018 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, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI Unless noted olherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attached rl44id ceiling.Locations shown forpermanent Iatgral restraint Of webs shall hav br cin installed p r BCSI s2ctions B3, B7 or 810, asapplicable. Apply plates to each face. or truss and position as shown above and on tt a oin[gDetails, une(essnoted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alping, a division of ITW Buildincct omponents Grqup Inc shall not be responsible for any deviation from this drawing any failure to build the N,rrwc truss In conformance with ANSIrf 1 1, or f(orhan dlin s ippinlq, Installatldn and bracing of trussesA seal on this dr8wirsq or cover page , . 2go0 Lake Orange Dr. listingthisdrawinindicatesacceptanceofproTessionarengineeringresponsibilitysolelyforthedesinshov7n. The suitability Suite Lake and use of this gnawing for any structure is the responsibility of the Building Desigrfer per ANSIfTPI 1 Sec.2.150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw com. TPI: w t inst or , SBCA xvAv sbcindustry com, ICC. www iccsafe.org Orlando FL, 32837 Job Number: N333547 Ply. 1 I SEON. 54547 / T44 / HIPS Cust. RR8975 JRef: 1Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Oty: 1 FROM: ALS DrwNo: 187.18.1509 19544 Truss Label: D3 KM / OF 07/06/2018 ii Loading Criteria (psf) TCLL: 20.00 TCDL' 1700 BCLL 000 BCDL 1000 Des Ld: 47.00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 6'11"8 11'7"8 + 187'8 6' 11 "8 "i.. 7' 4X8 =4X6 D E 187 8 1 0"8 T 1 "4 4'2" 12 7'3"8 7' 1 "4 11'4" 187 8 Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category: II EXP:C Mean Height: 22 56 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 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 #2 N Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N. BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT:N/ Pf. NA Ce NA Lu: NA Cs: NA Snow Duration: NA Code / Mist 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): -0 112 F 999 360 VERT(TL): 0.273 F 999 240 HORZ(LL): -0.067 C - HORZ(TL) 0 085 C Creep Factor: 2.0 Max TC CSI: 0.679 Max BC CSI 0 367 Max Web CSI 0.215 VIEW Ver: 17.02.01A.1115.21 e i It 0 27s .- ONAI. 07/092018 T 20'0" 12 3) Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W J 996 / 429 / 673 I - / 140 / 3 5 K 910 /383 /586 I- /- /- Wind reactions based on MWFRS J Min Brg Width Reg = 1 5 K Min Brg Width Reg = - Bearing J 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 B - C 673 -1417 E - F 578 - 1238 C - D 571 -1230 F - G 780 -1530 D - E 588 - 1039 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp. B - 1 1025 - 411 H - G 1034 - 407 1- H 1026 -412 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, handlingg shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fb safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI Unless noted otherwise,top chord shall have proper)Y attached structural sheathing and bottom chord shall have a properly attach6d rig4id ceilin Locations shown for permanent lateral restraint of webs shall hay braacingq mslolled p r BC I s8coons !}3, B7 or 810 as applicaf3le. Applgy plates to each face otruss and position as shown above and on tI a Joint Details, un ess noted otherwise Refer to' ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building omponents Group Inc shall not be responsible for any deviation from this dr winp any failure to build the µwro,,utrussinconformancewithANSIg11, or for handling shipping, installation and bracing of,trussesA seal on this dr88wing or cover page, , 2400 Lake Orange Dr. listing this drawing indicattes acceptance of pro-fessionar engineering responsibility sole) for the de n shown. The suitability Suite 150anduseofthisgnawing (or any structure is the responsibility of the Building Desigrfer perIANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE www aipmeitw.com. TPI: www tpinst org, SBCA www.sbundustry.eom; ICC: www iccsafe org Orlando FL, 32837 Job Number: N333547 Ply. 1 SEQN. 54550 / T43 / HIPS Cust R R8975 JRef: 1 Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Qty: 1 FROM ALS DrwNo: 187 18.1509 19514 Truss Label: D4 KM / DF 07/06/2018 If 4'11"8 4' 11"8 4X4 D 9'3"8 4'4" 4X4 E 137 8 4'4" 4X4 F 187' 4'11"8 1113X12(E3) =4X4 • =8X8 1113X12(E3) 4X4(E3) 4X4(E3) 187' 110"8 5'3" 8.11. 5'3" 5,3„ 13'4" 187 Loading Criteria (psn Wind Criteria TCLL: 20.00 Wind Std ASCE 7-10 TCDL: 17.00 Speed. 150 mph BCLL 000 Enclosure Closed BCDL 10.00 Risk Category: II EXP C Des Ld. 4700 Mean Height: 22.06 It 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 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 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' At Slider 2x6 SP #2 N: BLOCK LENGTH = 2 000' 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. Snow Criteria (Pg,Pf in PSF) Pg NA Cl 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): -0.039 G 999 360 VERT(fL): 0.125 E 999 240 HORZ(LL) -0.022 C - - HORZ(TL): 0.026 C Creep Factor, 2.0 Max TC CSI: 0.269 Max BC CSI- 0 387 Max Web CSI. 0 156 VIEW Ver 17 02.01A.1115.21 7v. vvTv 1 AT 0 278 07/09/2018 20'0" 12 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W K 994 / 420 / 664 / - / 106 / 3.5 L 908 / 376 1576 / - / - / 3 5 Wind reactions based on MWFRS K Min Big Width Reg = 1.5 L Min Big Width Reg = 1.5 Bearings K & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Con B - C 663 -1359 E - F 600 - 1131 C - D 600 -1292 F - G 611 - 1298 D - E 601 -1122 G - H 625 - 1366 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - J 1099 - 457 1 - H 1108 - 455 J - 1 1354 - 572 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an r7 SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporalrryv bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attach d rigid ceilm Locations shown for permanent lateral restraint 6f webs shall hay bracin inslalled p r BCSI sections B3, B7 or 810asappicae. Applgy plates to each face. of truss and position as shown above and on fie JointgDetails, un ess noted otherwise. kefer to' ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildl'nccLLComponents Group In, . shall not be responsible for any deviation from this drowin any failure to build the truss in c9nformance with AN 1, or for handling, shipping, installation and bracing of trussesA Seal on this dr wing or cover page , , 2400 Lake Orange OrlistingthisdrawingindicatesacceptanceofproTessionarenineerinqresponsibilitysolelyorthedesignshoviin. The suif9ability Suite 150anduseofthisyawingforanystructureistheresponsibilitoftheBuildingDesigrferperANSI/TPI 1 Sbc.2. For more information see thisjob's general notes page and these web sites. ALPINE v al ineitw corn. TPI w t inst.or ; SBCA: w sticindustry corn. ICC www.iccsafe org Orlando FL, 32837 Job Number: N333547 Ply 1 SEQN. 54552 / T4 / HIPS Cust' R R8975 JRef' 1 Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Qty: 1 FROM: ALS DrwNo: 187 18 1509.19452 Truss Label: D5G KM / OF 07/06/2018 9'3"8 15'7" 8 187' 2 11 "8 6'4" 6'4" 2' 11 "8 12 4X8 1112X4 4X8 6 D E F 4X4 4 X4 C TG So B H N T A I 1 tl 20'0", 2 KIM L K J N 1113X12( E3)) 1112X4 8X8 1112X4 III 3X12(E3) 4X4( E3) 4X4(E3) 187' 1' 0„8 3,1„4 1 67-4 6,2"4 3,1"4 r 3' 1 "4 9'3"8 15'5" 12 1, 0"8i 187' 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) 0 086 E 999 360 M 1098 / 447 I - / - / - 3.5 BCLL 000 Enclosure: Closed Lu NA Cs- NA VERT(TL): 0.335 E 999 240 N 1098 / 447 / - / - / - 3 5 BCDL 1000 Risk Category II Snow Duration: NA HORZ(LL) 0.014 D - - Wind reactions based on MWFRS Des Ld 47.00 EX P C HORZ T L): 0.033 D g q = 1.5 NCBCLL: 0.00 Mean Height 21.56 ft TCDL 4 2 psf Code / Misc Criteria Creep Factor: 2.0 N Min Br Width Re 1.5 9q = Soffit: 0.00 BCDL 5.0 psf Bldg Code: FBC 6th ed 201 Max TC CSI: 0.792 Bearings M 8 N are a rigid surface. 9Load Duration. 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std 2014 Max BC CSI: 0 397 Members not listed have forces less than 375# Spacing 24.0 " C&C Dist a: 3 00 It Rep Factors Used: No Max Web CSI: 0.424 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp GCpi 0.18 Plate Type(s) Wind Duration 1 60 WAVE VIEW Ver. 17.02.01A.1115.21 B - C 599 -1544 E - F 899 - 2328 Lumber C - D 557 -1474 F - G 557 - 1474 D - E 899 - 2328 G - H 599 - 1544 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 N Chords Tens.Comp Chords Tens Comp Webs2x4SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' B - L 1274 -487 K - J 1273 -479 Rt Slider 2x6 SP #2 N BLOCK LENGTH = 2.000' L - K 1273 -479 J - H 1274 -487 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Loading Webs Tens Comp. Webs Tens. Comp. 1 hip supports 2-11-8 jacks with no webs D - K 1113 -443 K - F 1113 -443 E - K 370 - 583 Wind Wind loads and reactions based on MWFRS. tIM111tIIN114 F( 4 o ATE ,•Q yy O F • /•. OR ••.- 40 278 aNAL 11" JIMIU111 • 07/ 09/2018 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, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fbr 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 proper y attach8d rigqid ceiling Locations shown forDermanent lateral restraint bf webs shall have bracing installed per BCSI sections $3, B7 or B10, asapplicafsleApplyplatestoeachface, of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build'n4qCComponpnts Grqup InC shall not be responsible for any deviation from this drpwin any failure to build the µrr,,,ra,,,,,,,. truss in conformance with ANVhFi 1, or for handling shipping, installation and bracing of,trussesA seal on this dr wing or cover page, , 2a00 Lake Orange Dr listingthisdrawingindicatesacceptanceofproTessionarenineeringresponsibilitysolelyforthedesinshown. The suitability Suite Lak and use of this drawing for any structure is the responsibilit of the Building Desigrier per ANSI/TPI 1 Sec.2.150 For more information see thisjob's general notes page and these web sites, ALPINE www al ineirw com, TPI _ www tpinst org, SBCA v sbundusl .com; ICC: www.icrsafe.org Orlando FL, 32837 Job Number: N333547 Ply' 1 SEQN: 40146 / T23 / HIPS Cust: R R8975 JRO: 1 Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Qty. 1 FROM. ALS DrwNo, 187 18.1509 16846 Truss Label: L1 I I KM / DF 07/06/2018 N T Fl5 7' 9' 16' 7' 2' 7' 4X6 = 4X6 12 C T2 D 4 T B E iv 4 F I gq" H G 1 3X6(A1) 1112X4 1112X4 = 3X6(A1) 1 + 7'1"12 7'1"12 Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL 000 Enclosure: Part Enc BCDL: 1000 Risk Category: II EXP: C Des Ld: 47 00 Mean Height: 15.00 tt NCBCLL: 0.00 TCDL: 4.2 psf Soffit. 0.00 BCDL 5.0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a 3.00 ft Loc. from endwall: NA GCpi 0.55 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 jacks with no webs Wind Wind loads and reactions based on MWFRS. 16' 1'8"8 7'1„12 8' 10"4 16' Snow Criteria (Pg,P1 in PSF) Fig, NA Ct: NA CAT: W Pf: NA Ce NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used. No FT/RT:20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL)' 0 086 G 999 360 VERT(TL) 0 322 G 922 240 HORZ(LL) 0 027 G - - HORZ(TL) 0.064 G Creep Factor' 2.0 Max TC CSI: 0 817 Max BC CSI. 0.695 Max Web CSI 0.258 VIEW Ver: 17 02.02A.1213 21 o' ATE ,• c ••: c 10OR\V x4__1 S%/0 NA40278 wgntnuwtt,W 07/09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1428 /715 /- I- /- /80 E 1428 /715 /- /- /- /80 Wind reactions based on MWFRS B Min Brg Width Req = 1 7 E Min Brg Width Req = 1 7 Bearings B & E are a rigid surface. Bearings B 8 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 1570 - 3204 D - E 1570 - 3204 C - D 1450 - 3010 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 2969 -1435 G - E 2969 - 1435 H - G 3010 -1450 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - H 679 - 251 G - D 679 - 251 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 temporarybracinperBCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a pro PryattachodriidceilingLocationsshownforpermanentlateralrestraintofwebsshallhaybraacinaInsllledprBCSIsectionsB3, B7 or B10 asap pI cafi e Apply plates to each face oftrussand position as shown above and on tthe JoinrDetails, un ess noted otherwise. aefer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build'nggComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANS11TPI 1, or for handling, shipping, installatidn and bracing of,trussesA seal on this dr8wirtq or cover page, . 2g00 Lake Orange Dr. stingthisdrawingindicatesacceptanceofproessionaenineenn9responsibilitysolelyforthedesinshon. The sui abut Suite t50 andseofthisdrawing, for any structure is the responsibility of the Building Desigrier perANSI/TPI 1 S c.2. ty For more information see this job's general notes page and these web sites. ALPINE www aipineitw corn, TPI www tpmst.org, SBCA: www sbandustrrcom, ICC www iccsafe.org Orlando FL, 32837 Job Number: N333547 Ply 2 SEON.40173 / Ti / FLAT Cust RR8975JRef 1Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,R801 Oty. 1 FROM ALS DrwNo 187 18 1509 16721 Truss Label: FG1 KM / OF 07/06/2018 2 Complete Trusses Required T 50 T 6" 3'2"8 6'1" 8'4"6 1 VY6 13'10"l4 14'5"14 6" 2'8"8 12'10"8 12'3"6 2'11" 27'8 7" 3X12 1112X4 A B 4X8 =4p4 1112E4 C=5X14 F W2 W9 K J I H CL 1113X6 OA 14 III'r/ -+ III 4A-+ = JJ I V I r III JAO 14'5"14 3'2"8 3'0"12 Vl1"6 3'0"12 37'8 3'2"8 6'3"4 8210 111"6 14'5"14 Loading Criteria (psf) Wind Criteria TCLL: 4000 Wind Std ASCE 7-10 TCDL: 10.00 Speed. 150 mph BCLL 000 Enclosure Closed BCDL 500 Risk Category: II EXP. C Des Ld 55.00 Mean Height: 15 00 ft NCBCLL: 10.00 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 It Loc from endwall. Any GCpi 0 18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/l/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. Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord 1 Row @ 3 25" o c Bot Chord. 1 Row @ 9 50" 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 253 plf at 0 00 to 384 plf at 700 TC: From 384 plf at 7.00 to 384 plf at 11.33 TC From 50 pif at 11 33 to 50 plf at 1449 BC From 10 plf at 0.00 to 10 plf at 14.49 TC 2495 lb Conc. Load at 11.33 BC 1537 lb Conc. Load at 11.33 BC 225 lb Conc. Load at 13.33 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 with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf: NA Ce NA Lu NA Cs' NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.169 1 999 360 VERT(TL) 0 433 1 577 240 HORZ(LL) 0 025 A - - HORZ(TL) 0 045 A - Code / Misc Criteria I Creep Factor: 2.0 Bldg Code: FBC 6th ed 201 Max TC CSI: 0.663 TPI Std: 2014 Max BC CSI 0.738 Rep Factors Used Yes Max Web CSI 0.742 FT/RT'20(0)/10(0) Plate Type(s) WAVE, 18SS VIEW Ver: 17 02 02A 1213.21 Additional Notes Truss must be installed as shown with top chord up AT E c4 OR\OP•I# ao 278 ' ,.ONAI a 07/09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W L 3251 /548 /227 /- /- /72 G 5202 /744 /227/- Wind reactions based on MWFRS L Min Brg Width Reg = 1 5 G Min Brg Width Reg = - Bearing L is a rigid surface Bearing L 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 537 - 3368 D - E 765 - 5749 B - C 537 - 3368 E - F 765 - 5749 C - D 838 - 5767 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp K - J 5711 - 834 1 - H 5811 - 844 J-1 5767 -838 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp A - L 266 -1545 1 - D 77 - 397 A - K 3612 - 575 E - H 97 - 1552 B - K 119 - 487 H - F 6173 - 821 K - C 324 - 2563 F - G 335 - 2374 C - J 493 - 54 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 fpllow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporarryy 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 hav braacingq installed per BCSI sections B3, B7 or B10 as applicable AppTy plates to each face of truss and position as shown above and on tI a Joini Details, unless noted otherwise. Refer to' ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW BuildincgLComponents Groyrp Int shall not be responsible for any deviation from this drawinany failure to build the .;n cow N truss in conformance with ANSI/TPI 1, or for handling, s ipping, installation and bracing of trussesA seal on this drawing or cover page , , 2g00 Lake Orange Dr. listing thisdrawingindicatesacceptanceofpproessionaengineeringresponsibilitysolelyforthedesinshown. The suitability Suite Lake and use of this q awing for any structure is the responsibilit7 of the Building Desigrier per ANSI/TPI 1 Sec.2.150 For more information see thisjob's general notes page and these web saes ALPINE www al ineitw corn, TPI www t inst or , SBCA: www sbcindust corn, ICC www iccsafe or Orlando FL, 32837 Job Number: N333547 VARIOUS ,9A619A7 ,198SE ,02A .RB01 Truss Label: FG2 Ply Oly 2 1 I SEON. 54663 / T12 FROM: ALS FLAT Cust. R R8975 JRef' 1 Wcf89750096 DrwNo. 187.18.1509 19686 KD / BAF 07/06/2018 2 Complete Trusses Required 13'9" 5" 2'11"11 5'3": 7'9"12 9'4"10 11'0"3 12'10"5 1011 5' 2'6",1 2'3"7 2'6"11 1'614 ,'7"9 1'10"1 5810 1112C4 III2X4 4E4A5X10 FF =8X12G H TW2 W4 W9 1 W12 9,q„ P O N M L K JI 1114X6 6X12 =5X10 4X4 10X10 =8X10 1114X4 p 13'4"6 A 2'4" 3 27 11 2'11"11 1'10" 2 1'9" 1 1'6"13 4 4'11"13 7'11"8 9'9"10 11'6"11 13'1"9 7" 7 Loading Criteria (ps0 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 TCDL: 1000 Speed: NA mph Pf: NA Ce NA VERT(LL): 0.276 D 580 360 P 5492 / - / - / - / - / 6 0 BCLL: 0.00 Enclosure. NA Lu: NA Cs: NA VERT(TL): 0.394 D 478 240 Q 7688 / - / - / - / - / 5.7 BCDL. 500 Category: NA Snow Duration NA HORZ(LL): 0 040 A - - P Min Brg Width Reg = 2 3 Des Ld: 55EXP: NA.00 Mean Height: NA ft HORZ( TL): 0 049 A - - Q Min Brg Width Reg = 2.8 NCBCLL 000 Code / Misc Criteria Creep Factor: 2.0 Bearings P & Q are a rigid surface. TCDL: NA psf Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.962 Load Duration 1.00 MWFRS Parallel Dist: NA Max TPIStd2014BC CSI: 0.974 Members not listed have forces less than 375# Spacing: 12.0 " C8C Dist a: NA It Rep Factors Used No Max Web CSI. 0 656 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall. NA FT/RT 20(0)/10(0) Chords Tens Comp Chords Tens. Comp. l: NA GCpr NA Plate Type(s): A - B 0 - 4958 D - E 0 - 9552 Wind Duration NA WAVE VIEW Ver: 17.02.01A.1115.21 B - C 0 -9451 E - F 0 -9821 Lumber Purlins C- D 0- 9544 F- G 0- 5434 Value Set: 13B (Effective 6/1/2013) The TC of this truss shall be braced with attached Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x6 SP SS spans at 24" oc in lieu of structural sheathing Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x8 SP 2400f-2 OE Additional Notes Webs2x4SP #3 :W2, W4, W9, W11 2x4 SP O - N 5467 0 M - L 9813 0 2400f- 2.OE: Truss must be Installed as shown with top chord up. N - M 9544 0 L - K 6158 0 W12 2x6 SP #2 N: Lumber value set " 13B" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens Comp Webs Tens, Comp. Nailnote A - P 0 -2301 M - E 1065 - 1081 Nall Schedule'0. 1 28"x3" nails A - 0 5407 0 E - L 468 -691 Top Chord: 1 Row @ 9.25" o.c O - B 0 - 2044 L - F 4634 0 Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) B - N 4516 0 F - K 0 - 2910 Webs . 1 Row @ 4" o.c t(ty N - C 0 -817 K - G 6246 0 Use equal spacing between rows and stagger nails 11!1"*' D - M 238 -407 G - J 0 - 3346 Sineachrowtoavoidsplitting. , 1`CC 9" o.c. spacing of nails perpendicular and parallel to O V •!` ••• grainrequiredinareaoverbearingsgreaterthan9" .•••! S.• /j/ Special Loads • Lumber Dur.Fac.=1.00 /Plate Dur.Fac.=1.00) ; t • TC From 50 plf at 0.00 to 50 plf at 1375 ; 0• 648 BC: From 436 plf at 0.00 to 436 plf at 13.36 TC: 340 lb Conc. Load at 3.67, 5.67 * ; TC: 783 lb Conc. Load at 7 67 t • BC 5202 lb Conc. Load at 9 58ATE Q 41 PlatingNotes4y.:OqR 1O dlate(steseosnningRefer to 4r•.•scaleplate(s) special positioning s/ 0Nrequirements P•••••a` `, r` #0 278 THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT+tttteWWtt U END FOR END 07/09/2018 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, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fu) safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI.. Unless noted o herwise,top chord shall have proper)V attached structural sheathing and bottom hord *hall have a proper y attach tl r'gld ceiling Locations shown for permanent la at restraint bf webs shall hav bracing Installed per BC I s ctlons t}3, B7 or B10, as app Ica e. AppTy plates to each face of truss and position as shown above and on tI a oln Details, unless note otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpina, a division of ITW Build 11nccLTCompo gritsGroup InC. shall not be responsible for any deviation from this drawlnu any failure to build the truss InconformancewithANSUTPI1, or for handlingq,. shippingq, Installation and bracing of trussesA seal on this dr winqq or over paqe , , 2400 Lake Orange Dr. tistin this drawing, indicates acceptance of proTessiona! engineering responsibility solely for the des n shown.he suiTablli Suite 150 and useofthisdrawingforanystructureistheresponsibilit9FoftheBuildingDesigrierperANSI/TPI 1 Sec.2. 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 sbondustry corn. ICC. w .iccsafe org Orlando FL, 32837 Job Number: N333547 Ply 2 SEQN. 40175 / T27 / FLAT Cusl: R R8975 JRef. 1 Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,RBOI Qty 1 FROM- ALS Dnallo 187 18 1509.16363 Truss Label: FG3 KM / DF 07/06/2018 2 Complete Trusses Required 2'0"8 2'0"8 1112X4 A T SO E 4X4 Loading Criteria (psr) Wind Criteria TCLL: 4000 Wind Std ASCE 7-10 TCDL, 10.00 Speed 150 mph BCLL: 0.00 Enclosure' Closed BCDL 5.00 Risk Category: II EXP: CDesLci55.00 Mean Height: 15.00 R NCBCLL' 10.00 TCDL: 4.2 psf Soffit. 200 BCDL 3 0 psf Load Duration: 1 00 MWFRS Parallel Dist 0 to h/2 Spacing: 12 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 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule-0. 1 28"x3" nails Top Chord. 1 Row @ 3 00" o c Bot Chord 1 Row @ 6 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 170 plf at 0.00 to 170 plf at 4.08 BC: From 5 plf at 0.00 to 5 plf at 4.08 TC: 166 lb Conc Load at 0.33 TC 1114 lb Conc. Load at 2.33 BC: 258 lb Conc Load at 1.33 BC: 545 lb Conc. Load at 3 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 with additional C&C member design. 4' 1" 2' 0"8 4X4 1112X4 B C 4, 1„ 4. 1 4, 1„ 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 9, 4„ Defl/ CSI Criteria PP Deflection in loc Udell U# VERT( LL): 0 004 B 999 360 VERT( TL): 0.011 B 999 240 HORZ( LL). 0 002 D - - HORZ( TL): 0.003 D Creep Factor, 2.0 Max TC CSI: 0 315 Max BC CSI 0.574 Max Web CSI: 0.165 VIEW Ver: 17 02 02A 1213.21 Additional Notes Truss must be installed as shown with top chord up. OO WAT E 0 eQ 0 278 1ft, 1..- ONAL _...v 07/ 09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W E 1261 /84 /113 /- /- /2.3 D 1537 / 77 / 32- Wind reactions based on MWFRS E Min Brg Width Req = 1 5 D Min Brg Width Req = - Bearing E is a rigid surface. Bearing E requires a seat plate. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. E - D 571 - 56 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. E - B 67 - 667 B - D 67 - 660 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 ComponentSafetyInformation, by TPI anSBCA) r safety practices prior to performing these functions. Installers shall provide temporarryY bracin per BCSI . Unless noted otherwise,top chord shall have properIx attached structural sheathing and bottom hord ghall have a properly attach drigidcetlinqLocationsshownforpermanentlateralrestraintofwebsshallhavbracinginstalledperBCIsectionst}3, 87 or 810, as applicaee. Apply plates to each face of truss and position as shown above and on IN JoinfDetalls, unless noted otherwise Refer to drawings 160A- Z for standard plate positions. Alpine, a division of ITW Builds Q omponents Grpup 1 shall not be responsible for any deviation from this drawin any failure to build the truss toconformancewithAN11/f 1 1, or for handlin shipping, installation and bracing of,trussesA seal on this drawinq or cover page , listing thisdrawinggindicatesacceptanceofproessronafenineerinoresponsibilitysolelyforthedesigqnshovTn. The sui ability and useofthist7awingforanystructureisperesponsibititofthenoDesigrferperANSI/TPI 1 5-6c.2. ALPINE frfN( NrNJV 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333547 Ply. 1 SEQN. 40147 / T34 / COMNI Cust: R R8975 JRef, 1 Wcf89750096 VARIOUS ,9A6/9A7 .198SE ,02A ,RB01 Qty: 1 FROM: RAA DrwNo 187.18.1509.16614 Truss Label: E1 KM / OF 07/06/2018 4TT 4'5" 2'1"8 4X4 W2X4 0 E a 4X4(81) Ha4X4 5'9.11 i- 5'6"5 - 1, 5711 5'2"1 4.4 5'9"11 UY11"12 11 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: 17.00 Speed 150 mph Pf NA Ce: NA VERT(LL): 0 001 C 999 360 BCLL 0.00 Enclosure- Closed Lu: NA Cs: NA VERT(TL): 0.003 H 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL). -0.002 G - - Des 1-cf.47 EXP:C HORZ.00 (TL): 0.003 H - - Code / Misc CriteriaNCBCLL: 10.00 Mean Height. 15.00 ft TCDL: 4.2 psf Creep Factor 2.0 Soffit 0 00 BCDL: 5.0 psf Bldg Code FBC 6th ed 201 Max TC CSI: 0 386 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std, 2014 Max BC CSI 0 341 Spacing 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI. 0.128 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0 18 Plate Type(s): VIEW Ver 17 02 02A.1213 21WindDuration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure V; ATio ;E ten•• S ao 278 N TIONAL,r°a 07/ 09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 372 / 70 / 295 / - / 190 / 8.0 H 562 / 162 / 420 I - / - / 11.3 F 258 / 109 / 172- Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 H Min Brg Width Reg = 1.5 F Min Brg Width Reg = - Bearings B & H are a rigid surface. Bearings B & H require a seat plate Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. C - H 430 - 366 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shippin installing,and bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI anc7 SBCA) fi5 safety ractices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach d r qidceiling Locations shown for permanent lateral restraint bf webs shall have br88cin9 insl@Iled per BCSI sections B3, B7 or 810, as app ICa e. Apply plates to each face. of ttruss and position as shown above and on the JolnrDetails, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildl1n,$4 omponpnts Group InC shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIlf 1 1, or fior hantldlmn shippintq, installation and bracing of trussesA seal on this drawing or cover page , . 2400 Lake Orange Dr. 11stin this drawing, indicates acceptance of prd essionar en ineenn9 res onsibili%ty sole for the design shown. The suifabili Suite 150 anduseofthisawingforanystructureistheresponsibilityofthe9uildingDesigrSerperyANSI/TPI 1 Sbc.2. ty For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www t insl.or : SBCA, www sbandustry corn. ICC www icesare org Orlando FL, 32837 Job Number: N333547 Ply. 1 SEQN 40148 / T36 / COMN Cust. R R8975 JRef. 1 Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Qty 1 FROM: RAA DrwNo: 187.18.1509.16409 Truss Label: E2 KM / DF 0710612018 5'10.12 11'1•E 1.4- 5'10.12 s•2-i2 E 102X1D 12 o CIep e iA 1 1r1- G FE 012x1 a 1X1 Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std ASCE 7-10 TCDL: 17.00 Speed 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category II CEXPDesLd: 47.00 MeanMean Height 15.00 It NCBCLL 10 00 TCDL 4 2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It 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 Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 3m 5'9• 1091.12 111• 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 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(I-Q. 0.011 G 999 360 VERT(TL): 0.042 G 999 240 HORZ(LL) 0 005 F - - HORZ(TL): 0.012 F Creep Factor: 2.0 Max TC CSI: 0 659 Max BC CSI 0 412 Max Web CSI. 0.489 VIEW Ver: 17.02 02A.1213.21 V v. vv v • ATE c•'•.'cC ORO#---' O'` 0278 `'' j / ONA . 1r° 07/09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 639 /- /164 /- I- /8.0 E 545 /- /164/- Wind reactions based on MWFRS B Min Brg Width Req = 1 5 E 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 0 -742 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp B- G 582 0 G- F 578 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 0 - 668 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlingg shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingnentSafetyInformation, byY TPI anc7 SBCA) fbr satPety practices prior to performing these functions Installers shall provide temporary per BCSI.. Unless noted otherwise,top chord shall have proper)Vy attached structural sheathingg and bottom Chord shall have a properly d rigid ceiling Notations shown forpermanent lateral restraint bf webs shall havebracin insl611ed per BCSI s ctions 83, B7 or B10 ica 4e. Apply plates to each face, oftruss and position as shown above and on the Joint9Details, unless note otherwise. Refer to' is 160A- Z for standard plate positions. a division of ITW Buildincc ComponQnts Group InC shall not be responsible for any deviation from this drpwln any failure to build the conformance with ANSIli PI 1, or for handliriq shipping, installatidn and bracing of,trussesA seal on this dr wirfg or cover page , this drawing indicates acceptance of proTessionar en ineenrtg responsibilittyv solely for the desigqn shown. The suiTability ie ofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrSerperANSI/TPI 1 Sec.2. ALPINE H1 " OnV 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333547 Ply. 1 SEON: 40150 / T55 / VAL Cust: RR8975 JRef 1Wcf89750096 VARIOUS ,9A619A7 .198SE ,02A ,RBOI Oty 1 FROM. ALS DrwNo: 187.18.1509.16831 Truss Label: MV3 KM / DF 07/06/2018 Loading Criteria (psf) TCLL: 2000 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL 1000 Soffit: 0.00 Load Duration 1 25 Spacing: 24.0 " 0'4 1112X4 B 12 6 v 0 4X4(D1) A 21'6"8 CD 1113X6 Wind Criteria Wind Sid. ASCE 7-10 Speed, 150 mph Enclosure: Part. Enc. Risk Category, II EXP: C Mean Height 23.21 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 0.55 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bol 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. Right end vertical not exposed to wind pressure. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . Is a 6' 6' 6' 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 Sld: 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): NA VERT(TL): NA HORZ(LL)' -0.012 C HORZ(TL): 0.026 C Creep Factor 2 0 Max TC CSI: 0.581 Max BC CSI 0.502 Max Web CSI: 0.253 VIEW Ver 17.02.02A 1213 21 psg ON JY` o. emits ATE y4, pc sS.•• OR •.,. 40278 'u,..NM- 07/09/2018 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W D' 98 /44 /89 /- /16 /720 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 quire extreme care in fabricating, handling shipping, installing. and bracing Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI and SBCA) handling, safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyaidceiling. Locations shown for permanent lateral restraintproperly webs shall hav brawnq installed per BCSI actions B3, B7 or 910, fie. ADD7v Dlates to each face of truss and Dosltion as shown above and on tI a Joinl9Details. unless noted otherwise f7efer to ct omponents Group Inc. shall not be re ponsible for any deviation from this drewin anv failure to build the T 11, or for handl14 shipping, installati pn and bracing of,trussesA seal on this dr wirfq or cover pa e , acceptance of pro) essronal en ineenng responsibilittyv solely or the desi n sho gn. The suif9abilityanystructureistheresponsibilit9loftheBuildingDesigrierperANSI/TPI 1 S-ec.2. ALPINE M.c MDANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 8975 VARIOUS 9A6 9A75498SE ,02A ,RB01 I Qly. 2 FROM ALS 1 / T54 / VAL DrwNo. Ri187 18R15091 6830 Truss Label: MV2 750096 KM / OF 07/O6/2018 0''14 12 1112X4 B 6 T 4X4(D1) N A 1OW 2 CD 1112X4 i 4W I Loading Criteria (psg Wind Criteria TCLL: 20.00 Wind Std' ASCE 7-10 TCDL. 17.00 Speed. 150 mph BCLL. 000 Enclosure: Part. Enc. BCDL 1000 Risk Category II EXP- C Des Ld: 47.00 Mean Height. 15.00 It NCBCLL 1000 TCDL 4 2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration 1.25 MWFRS Parallel Dist h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 It Loc from endwall: not in 9 00 ft GCpr 0 55 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bol chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Valley truss connection to truss below shall be designed and furnished by others an 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 Defl/ CSI Criteria Maximum Reactions (lbs), or'=PLF PP Deflection in loc Udefl U# I Loc R / U / Rw / Rh / RL / W VERT( LL) NA VERT( TL) NA HORZ( LL): -0 003 C HORZ( TL): 0.008 C Creep Factor: 2.0 Max TC CSI: 0.237 Max BC CSI: 0 188 Max Web CSI: 0.086 VIEW Ver, 17.02.02A.1213.21 T- E r It 0 278 ''' S ONAL EC,°a 07/ 09/2018 D' 97 /41 /87 /- /16 /480 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 s require extreme care in fabricating, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building onentSafetyInformation, byY TPI anc7 SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly d rl9id ceiling Locations shown forpermanent lateral restraint of webs shall have bradri installed per BC I sections B3, B7 or B10, 1isrl3le. Apply plates to each face of truss and position as shown above and on the Join Details, unless no otherwise. Refer to igs 160A-Z for standard plate positions. a division of ITW Buildl1'nc omponQnls Gaup InC shall not be responsible for any deviation from this drawn anV failure to build the nconformancewithANSI411, or for hand11 C shipping, installatidn and bracing of,trussesA seal on this dr wirfq or cover page , 1 this drawing indicates acceptance of proTessionar en ineering responsibilitty solely for the design sho n. The suitability ise of this 6 awing for any structure is the responsibilit of the Building Desigrier per ANSI/TPI 1 Sec.2. ALPINE Co~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Ply. 1 SEON• 40152 / T3 / VAL Cush RR8975 JRef. 1Wcf89750096 VARIOUS ,9A619A7 .198SE ,02A .RB01 Qty: 2 FROM. ALS DrwNo, 187 18.1509.16877 Truss Label: MV1 KM / OF 07/0612018 12 6 1112X4 B 4X4( D1) T A v 0 oL'a Li 23' 6" 8 CD Vl; 1112X4 i - 2' 2' 2' Loading Criteria (pso 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: 0.00 Enclosure Part Enc. Lu: NA Cs NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration, NA HORZ(LL): -0.000 C Des Ld: 47 EXP: C. 00 HORZ(TL) 0.001 C - - Code / Misc Criteria NCBCLL: 1000 Mean Height: 24.21 ft TCDL: 4.2 psf Creep Factor 2 0 Soffit: 0.00 BCDL 5 0 psf Bldg Code FBC 6th.ed 201 Max TC CSI. 0 042 Load Duration 1 25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.045 Spacing: 24.0 " C&C Dist a 3 00 It Rep Factors Used. Yes Max Web CSI: 0.024 Loc. from endwall. not in 9.00 ft FT/RT:20(0)/10(0) GCpi 0 55 Plate Type( s): i VIEW Ver: 17.02 02A 1213 21 Wind Duration: 1.60 WAVELumberValueSet, 13B (Effective 6/ 112013) 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 Q ••WA c. 0 RkV --'* 40' 0 278 S ONAL E s 07/09/2018 Maximum Reactions ( lbs), or'=PLF Loc R /U /Rw /Rh / RL /W D' 97 /37 /80 /- /12 / 24.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TrussI require extreme care in faIVicatino, handlin shippin installing and bracing Refer to and follow the latest edition of BCSI (Building Compent Safety Information, byY IPIanr7SBCA) foF safety ractices prior to performing these functions. Installers shall provide temporarryy braciper BCSI Unless noted olherwise, top chord shall have proper)y attached structural sheathing and bottom hord ghat) have a propefly attach rlgid telling Locations shown for permanent latt rat restraint Of webs shall hay braacingq installed per BCI secoons 83, B7 or B10, as apALPINE drawis 160A-Z for standardplatepositions. Alpine, a division of ITW BuildinlgComponents Group Inc. shall not be responsible for any deviation from this drpwinq apy failure to build the M, ricaw.uY truss in conformance with ANSI/ TPI 1, or for handlim shipping, installation and bracing of trussesA seal on thip drawirfg or cover page, , 2400 Lake Orange Dr. listing this drawing indicates acceptanceofproTessionarenineerinqresponsibilitysolelyforthedesinshovan. The suif-ability Suite 150 and use of this yawingforanystructureistheresponsibiIVoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob' s general notes page and these web sites: ALPINE www at ineitw.com; TPI: www.t inst.or ; SBCA: www.sbdndust .com, ICC: www icesafe.org Orlando FL. 32837 Job Number: N333547 Ply. 1 I SEON: 54573 / T9 / MONO Cust R R8975 JRef: 1 Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Oty. 1 FROM. ALS OrwNo' 187 18 1509 19515 Truss Label: MG1 KM / OF 07/0612018 Loading Criteria (psf) TCLL 2000 TCDL. 1700 BCLL: 0.00 BCOL 1000 Des Ld: 47. 00 NCBCLL' 10.00 Soffit 000 Load Duration: 1 25 Spacing 24 0 " 12 6 4XB io v A 20' 0"12F E D r 4X10 1113XB 1113X 4 ( 4 13) Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category II EXP: C Mean Height' 22 82 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 not in 4.50 ft GCpi 0 18 Wind Duration. 1.60 Lumber Value Set: 13B (Effective 6/ 1/2013) Top chord 2x4 SP #1 Bol chord 2x6 SP #2 N Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N BLOCK LENGTH = 2 000' Lumber value set "136" 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 696 BC. From 20 plf at 0.00 to 20 plf at 2.19 BC: From 10 plf at 2 19 to 10 plf at 6.96 BC 910 lb Conc Load at 2 19, 4 19, 6 19 6'l1"8 3'S" 12 3'5" 12 3'5"12 611 "8 Snow Criteria (Pg,Pf in PSF) Pg NA Ct. NA CAT. Ni Pf: NA Ce NA Lu' NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std: 2014 Rep Factors Used Yes FT/ RT.20(0)/10( 0) Plate Type(s)' WAVE Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT(LL) -0.130 B 640 360 VERT(TL) 0 262 B 501 240 HORZ(LL) -0 079 B - - HORZ(TL) 0.093 B Creep Factor: 2.0 Max TC CSI: 0.807 Max BC CSI 0 898 Max Web CSI. 0 872 VIEW Ver: 17.02.01A. 1115.21 Wind S 6 Wind loads and reactionsbasedonMWFRS. • Right end vertical not exposed to wind pressure O`+' W1 o ATE OFQr 9••• 1 0 278 ',../ONAL 07/09/ 2018 Maximum Reactions ( Ibs) Loc R / U /Rw /Rh / RL /W F 1412 /598 /- /- /- /35 D 1953 /735 /-/- Wind reactions based on MWFRS F Min Big Width Reg = 2.0 D Min Brg Width Reg = - Bearing F 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 929 -1834 B - C 715 - 1761 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp A - E 1494 - 585 Maximum Web Forces Per Ply ( Ibs) Webs Tens.Comp Webs Tens. Comp E - C 2288 - 899 C - D 534 - 1187 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building It Safety Information, by TPIanc7SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY r BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a pro Pry qid ceiling Locations shown for permanent Iatgral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810 ile. Apply plates to eachfaceoftrussandpositionasshownaboveandontheaoinQDetails, unless noted otherwise. Refer to 60A-Z for standard plate positions. trio, a division of ITW BulldinlComponQnis Group Inc shall not be responsible for any deviation from this drawin anvy failure to build the ss in conformance with ANSI/ TPI 1, or for handl1 4, shipping, installation and bracing of,trussesA seal on this dr wirfg or cover page , ing this drawing indicates acceptance of pro) essionaf engineering responsibilittyv solely for the design sho gn. The sui ability J use of this drawingforanystructureistheresponsibilityoftheBuildingDesigrSerperANSIlTPI1Sec.2. more information see this fob' s general notes page and these web sites ALPINE www alpineaw com. TPI, www tpinst org: SBCA www sbc ndustry com, ICC www iccsafe ALPINE I R oOMC 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333547 Ply. 1 FROKRAA SEON: 40188 / T28 / EJAC Cust R R8975 JRef. 1 Wcf89750096 VARIOUS ,9A6/9A7,198SE ,02A,RB01 Oily 5 DrwNo: 187 18 1509 16380 Truss Label: E.17 KM / OF 07/06/2018 T 6.6 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL 000 BCDL: 10.00 Ld: 47.00 NCBCLL: 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed. 150 mph Enclosure. Closed Risk Category: II CEXPDesMeanMeanHeight: 15.00 ft TCDL. 4 2 psf 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 Soffit 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing' 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Loc. from endwall. Any FT/RT:20(0)/l0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1 60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Lumber value set " 138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0 131"x3 0", min. toe -nails at top chord. Provide (2) 0 131"x3 0", min toe -nails at bottom chord. C Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udell U# Loc R I U / Rw / Rh / RL W VERT(LL): NA B 432 / 91 / 346 / - / 152 8.0 VERT(TL): NA D 136 / 8 / 103 / - / - 1 5 HORZ(LL): 0.012 D C 250 / 122 / 159 / - / - 1 5 HORZ(TL): 0 028 D Wind reactions based on MWFRS Creep Factor: 2.0 B Min Big Width Req = 1 5 Max TC CSI. 0.844 D Min Brg Width Req = - Max BC CSI: 0.596 C Min Brg Width Req = - Max Web CSI' 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. VIEW Ver, 17.02.02A.1213 21 b l • l i• ATE 40278 S ONAL`_v9v 07/09/2018 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 an SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properlyattachodrigidceilingLocationsshownforpermanentlateralrestraintifwebsshallhaybraacminstalledperBCSIsctions $3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on tI a Join[ Details, unless note otherwise Refer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Buuild npp Components Grpup In shall not be responsible for any deviation from this drawing apy failure to build the MmcoW,,,,,. truss inconformancewithAfVll/TPI 1, or for handlinq, s ippinq, installatidn and bracing of,trussesA seal on this dr wing or cover page 2400 Lake Orange Or listing this drawing, indicates acceptance of p Olressionar en meerinq responsibility solely for the desi n shown. The sulFability Suite 150 and useofthisrawingforanystructureisaresponsibilit9loftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites, ALPINE, www al ineaw.com: TPI: www t inst.or : SBCA: www sbdndus .com; ICC• -n Jccsafe org Orlando FL, 32837 Job Number: N333547 Ply. 1 SEQN. 40154 / T21 / EJAC Cust. R R8975 JRef: 1 Wcf89750096 VARIOUS ,9A6/9A7 .198SE ,02A ,RB01 Qty: 2 FROM, ALS Dnallo 187.18.1509 16581 Truss Label: EJ5 KM / OF 07/06/2018 Loading Criteria (psf) TCLL. 2000 TCDL: 17.00 BCLL 0.00 BCDL' 10.00 Des Ld. 4700 NCBCLL: 10.00 Soffit 0.00 Load Duration: 1.25 Spacing: 24.0 " T 6"6 L Wind Criteria Wind Std, ASCE 7-10 Speed 150 mph Enclosure: Part Enc. 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 GCpr 0.55 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 "l3B" 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 Sld 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE C SO 0 ih Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): NA VERT(TL)' NA HORZ(LL). -0.006 C HORZ(TL): 0.010 D Creep Factor 2 0 Max TC CSI0 703 Max BC CSI: 0.311 Max Web CSI 0.000 VIEW Ver: 17 02.02A.1213.21 s 0 Q - o z., o•• ATE .•'Q 90 278'ONAI- 07/ 09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 337 /119 /321 /- /114 /8.0 D 97 /47 /115 /- /- /1.5 C 174 /89 /112 /- /- /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 quire extreme care in fabricating, handling shippin installing, and bracing. , Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an a SBCA) for safety lRractices prior to performing these functions Installers shall provide temporary BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom Ghord shall have a proper y id ceiling Locations shown fornermanent lateral restraint of webs shall have bracin inslelled per BCSI sections B3, B7 or 810, e - AppTy plates to each face. of truss and position as shown above and on the Joint9Details, unless noted otherwise f7efer to f ITW Buildl1'n4Components Group InC shall not be responsible for any deviation from this drewin anv failure to build the e with ANSI/TPI 1, or for handliriq shipping, installation and bracing of,trussesA seal on this dr wirfq or cover page , q indicates acceptance of pprofessional en ineerinq responsibilitty solely for the design shown. The suiCability drawingforanystructureisffleresponsibilityoftheBuildingDesigrSerperANSI/TPI 1 ac.2. e this job's general notes page and these web sites ALPINE www a ineitw.com: TPI: w Jpinst.org, SBCA: www sbcmdustry.com: ICC. www.iccsaf ALPINE rn G Wu 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N333547 Ply. 1 I SEON: 40155 / T19 / EJAC Cust. RR8975 JRef: 1Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A .RB01 Oty: 1 FROM. ALS DrwNo: 187.18.1509.16535 Truss Label: EJSA KM / DF 07/06/2018 T 6"6 i Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std ASCE 7-10 TCDL: 17.00 Speed 150 mph BCLL 000 Enclosure Part. Eric BCDL. 1000 Risk Category: II EXP C Des Ld: 47 00 Mean Height: 15.00 ft NCBCLL. 10.00 TCDL: 4.2 psf Soffit 0.00 BCDL' S 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 55 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 Plating Notes All plates are 4X4(B1) except as noted 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 Cl: NA CAT Nf Pf: NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std' 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W VERT(LL) NA A• 176 / 71 / 177 / - / 56 20.0 VERT(TL) NA C 54 / 25 / 66 / - / - 1.5 HORZ(LL) -0 004 B B 172 / 86 / 108 / - / - 1.5 HORZ(TL): 0.009 C Wind reactions based on MWFRS Creep Factor 2 0 A Min Brg Width Reg = - Max TC CSI 0 482 C Min Big Width Reg = - Max BC CSI. 0.306 B Min Big Width Reg = - Max Web CSI: 0.000 Bearing A is a rigid surface Bearing A requires a seat plate. VIEW Ver. 17.02.02A.1213.21 t VATo E 07/09/2018 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, handlingg shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byY TPI ana SBCA) fi5 salary practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attach d rigid ceiling Locations shown forpermanent lateral restraint of webs shall havebracingp installed per BCSI sections ¢3, B7 or 610asappicaaAppTyplatestoeachface, of truss and position as shown above and on the Joini Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinccttComponQnts Group Inc shall not be responsible for any deviation from this drawing any failure to build the w Tt c r truss in conformance with ANSI 1, or Tor handling, shipping, installation and bracing of trussesA Seal on this dr%winq or cover page , , 2a00 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shovan. The suitability Suite 150anduseofthisdrawing, for any structure is the responsibilit9l of the Building Desigrfer per ANSI/TPI 1 Sec.2. For,more information see thisjob's general notes page and these web sites ALPINE: www al ineaw.com; TPI. www.t inst.or , SBCA: w .sbcjndustry.corn, ICC www.iccsafe org Orlando FL, 32837 Job Number, 47 Cust VARIOUS 9A6/9A75I98SE ,02A ,RB01 I Oly. 4 FROM: ALS 6 / T67 / JACK I DrwNo, R1875 8R5007 O6/20180096TrussLabel: CJS Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL- 000 BCDL: 10.00 Des Ld 47.00 NCBCLL 10.00 Soffit: 0.00 Load Duration 1 25 Spacing: 24.0 " Y6"6 i 4X4(B1) 1 4'11"4 4'11"4 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category: II EXP C Mean Height: 15.00 It TCDL. 4.2 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 GCpr 0.18 Wind Duration 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 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) 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 Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0 004 D HORZ(TL): 0.010 D Creep Factor, 2.0 Max TC CSI: 0 475 Max BC CSI 0 298 Max Web CSI: 0.000 VIEW Ver 17.02 02A 1213.21 AT E 40278 '4yS OWA E 07/09/2018 12'0"8 M rh 9'4„ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 334 / 73 / 273 / - / 112 / 8.0 D 96 /5 /72 /- !- /15 C 171 /85 /107 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, in talling.and bracing Refer to and follow the latest edition of BCSI (BuildingnentSafetyInformation, byY TPI and SBCA) f r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise,top chord shall have proper)yy attached structural sheathing and bottom Chord shall have a propperly d rigid ceiling Locations shown forpermanent lateral restraint bf webs shall have braacin installed per BCSI sections B3, B7 or 810 is r e Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to' Is 160A- Z for standard plate positions. a division of ITW Build1n4c Components Group Inc. shall not be regponsible for any deviation from this drawin any failure to build the conformance with A SIlTPI 1, or for handling, shipping, installation an bracing o ,lrussesA seal on this dr wing or cover page , . this drawing indicates acceptance of pro essiona en ineering responsibilittvy solely for the desi n shov7n. The sui ability to of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. ALPINE 4""' 2400 Lake Orange Dr. Suite 150 Orlando FL, 3', Job Number: N333547 Ply: 1 I SEON 40157 / T58 / JACK Cust R R8975 JRef 1 Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Oly, 6 FROM: ALS DrwNo' 187 18 1509.16893 Truss Label: CJ3 KD / OF 07/06/2018 Loading Criteria (psf) TCLL 20.00 TCDL: 1700 BCLL: 0.00 BCDL. 10.00 Des LCI 47.00 NCBCLL: 1000 Soffit: 0.00 Load Duration 1 25 Spacing 24 0 " T 6"6 i 1' 4X4(B1) Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Part Enc. 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: 0.55 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 "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord 2' 11 "4 2' 11 "4 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 C Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) NA VERT(TL) NA HORZ(LL) -0 001 C HORZ(TL): 0.001 C Creep Factor: 2.0 Max TC CSI' 0.238 Max BC CSI 0.096 Max Web CSI: 0.000 VIEW Ver: 17.02 02A 1213.21 EAT z • 90 278NqL 07/09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 242 / 84 / 233 / - 174 / 8 0 D 55 /26 /66 /- /- /1.5 C 94 /50 /57 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS isses require extreme care in fabricating, handlin shipping, in*tailing and bracing. Refer to and follow the latest edition of BCSI (BuildingmponentSafetyInformation, by TPI an c7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary icing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly ached n'gid ceiling Locations shown for permanent Iatgral restraint of webs shall have bracing installed per BCSI sections $3, B7 or B10 applica e. Apply plates to each face oftruss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to' wings 160A-Z for standard plate positions ine, a division of ITW Buildl1'nctComponents Group 1 shall not be responsible for any deviation from this drpwin anyy failure to build the as in conformance with ANSUTPI 1, or for handling shipping, installation and bracing of,trussesA seal on this dr wing or cover page, in this drawingg indicates acceptance of ro-fessionar en ineering res onsibillttyy sole) for the design shown. The suiCabillJuseofthisa(awing for any structure Is the responsibility of the Building Desigrier perANSI/TPI 1 Sec.2. tY more information see this lob's general notes page and these web sites. ALPINE www alQmenw.com; TPI: www.tpinst org, SBCA www sbdndustry.com. ICC: www.iccsaf ALPINE n mw: y 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N333547 Ply.1 I SEQN. 40158 / T56 / JACK Cusl* R R8975 JRef 1 Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A .RB01 Qly: 6 FROM ALS DrwNo: 187.18 1509 16987 Truss Label: CA KD / DF 07/06/2018 Loading Criteria (psf) TCLL: 2000 TCDL. 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10 00 Soffit: 0.00 Load Duration 1 25 Spacing, 24 0 " 12 6 C B T T 10'0"8 A - `- Y' 9r4ttr)- D 4X4(B1) Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure Part. Enc 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: 0.55 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. 1 11 rr4 i oT© 11 "4 a 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 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. 0.170 Max BC CSI' 0 019 Max Web CSI. 0.000 VIEW Ver: 17.02 02A.1213.21 ATE Q via 40 278, "11,4y, S 0 `...9` 07/09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 182 /66 /180 /- /36 /80 D 12 /13 /20 /- /- /15 C -12 /26 /19 /- /- /1.5 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 Trusses require extreme care in fabricating, handlingg shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fi5r safety practices prior to performing these functions. Installers shall provide temporarryV bracin per BCSI. Unless noted otherwise,top chord shall have proper)Y attached structural sheathing and bottom Chord shall have a pro peir yattachtlrl4idceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebr0cin9installedperBCSIsections $3, B7 or 910 as applicable. Apply, plates to each face. oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group InC shall not be responsible for any deviation from this drpwin any failure to build the truss in conformance with ANSIITPI 1, or for handllri9, shipping, installatidn and bracing of trussesA seal on this draw -in or cover pa e, , 2400 Lake Orange Dr. listin this drawing, indicates acceptance of proTessionar en ineenniq responsibility sole) for the de sqi n sho n. The sui abill Suite 150anduseofthisawingforanystructureis p e responsibiliq of the Building Desigrfer per'ANSI/TPI 1 Aec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineihv com, TPI www.t insi or , SBCA v sbcjndustry com. ICC w imsafe.org Orlando FL, 32837 Job Number: 47 ply: SEQN VARIOUS 9A6/9A75198SE ,02A .RBOI Oly. 2 FROM: ALS 9 / T68 /HIP_ DnwNo' R1187 18R1509' 6580 750096 Truss Label: HJ7 I I KM / DF 07/06/2018 7" 6'6 Loading Criteria (psf) TCLL 20.00 TCDL 1700 BCLL: 0.00 BCDL. 1000 Des Ld: 47.00 NCBCLL 000 Soffit: 0.00 Load Duration: 1.25 Spacing. 24 0 " 1'5'. Wind Criteria Wind Std: ASCE 7-10 Speed, 150 mph Enclosure. Closed Risk CategoryII EXP: C Mean Height: 15 00 ft TCDL: 4.2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C& C Dist a, 3 00 ft Loc from endwall NA GCpi 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot Chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS 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' 2"2 9110"1 57 2 47 15 9' 4" 11 9' 4" 11 Snow Criteria (Pg,Pf in PSF) Fig: NA Ct NA CAT W Pf: NA Ce: NA Lu' NA Cs' NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 61h ed 201 TPI Std 2014 Rep Factors Used. No FT/ RT.20(0)/10(0) Plate Type(s): WAVE Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL): 0 021 C 999 360 VERT( TL): 0.081 C 999 240 HORZ( LL): 0.009 D - HORZ( TL)' 0.011 D Creep Factor 2.0 Max TC CSI: 0.836 Max BC CSI 0.632 Max Web CSI. 0.365 VIEW Ver: 17 02 02A 1213 21 J • EAT0' i/:-,Qr 0 278 %•,y, s;oIN A%L.E a` 07/ 09/2018 C 13' 0" 7 N O 10" 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 501 /169 /- /- /- /10.6 E 424 /48 /- /0 /0 /1.5 D 317 /159 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Reg = - D Min Brg Width Reg = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. B - C 311 - 714 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 656 - 277 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 304 - 722 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, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) (o'r safety practices prior to performing these functions. Installers shall provide temporary bracin per SCSI. Unless noted otherwise,top chord shall have properIx attached structural sheathing and bottom chord shall have a proper y attachdrid. ceilin Locations shown forpermanent lateral restraint of webs shall hav braacingq installed p r BCS1 s2coons $3, B7 or 810, as app icafi e. App y plates to each face of truss and position as shown above and on tI a JoinfDetails, un ess noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build 11'n4q omponentsGroup InC. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIrt 11, or for handliriq, shipping, installation and bracing of trussesA Seal on this drawing or cover page, , 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproTessionarenineerinqresponsibilitysolelyforthedesignshown. The suiTability Suite 150 and useofthisyawingforanystructureistheresponsibilityoftheBuildingDesigerperANSI/TPI 1 Sbc.2. For more information see thisjob's general notes page and these web sites, ALPINE www al ineaw cam: TPI www.l inst or . SBCA v .sbundust .com: ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333547 Ply 1 I SEQN: 40160 / T5 / HIP_ Cust. R R8975 JRef. 1 Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Qty: 1 FROM. ALS DrwNo: 187 18 1509 16518 Truss Label: HJS KM / OF 07/06/2018 C 12'0"10 12 4.24 N O M Ch Cl) B s6 A 9,4„ D 1'5" Loading Criteria (pso TCLL: 2000 TCDL: 17.00 BCLL- 0.00 BCDL: 10.00 Des Ld 47.00 NCBCLL: 0.00 Soffit. 0.00 Load Duration 1 25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Part. Enc. Risk Category. II EXP:C Mean Height 15.00 tt TCDL: 4.2 psf BCDL 5 0 psi MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc. from endwall: NA GCpi: 0.55 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SIR #1 Bot chord 2x4 SIP #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. 7'0"2 7'0"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 Sld: 2014 Rep Factors Used, No FT/RT:20(0)/10(0) Plate Type(s): WAVE r_7 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL)- NA VERT(TL) NA HORZ(LL) 0.007 D HORZ(TL) 0.016 D Creep Factor 2 0 Max TIC CSI 0 711 Max BC CSI: 0.361 Max Web CSI: 0 000 VIEW Ver 17 02.02A.1213.21 or4i p.Sg On• JY` o VATE OF 90 278 "•,yy S/ONAL 07/09/2018 W1 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 315 /186 /- /- /- 110.6 D 83 /- /28 /- /- 115 C 275 /191 /- /- /- /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 (BuildingComponentSafetyInformation, byy TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted olherwise,top chord shall have proper)Y attached structural sheathing and bottom hord $hall have a properly attach@d rigid ceilin Locations shown for permanent latgral restraint of webs shall hav bracin installed per BC I s ctions $3, B7 or 1310, as applicable Applgy plates to each face. of truss and position as shown above and on tt a Joint9Details, unless note( otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW B ild11'ncc ompongnts Grqup Inc. shall not be responsible for any deviation from this drpwin any failure to build the r,,,,re,,, truss in conformance with NS1lf 1 1, or ffor handling shipping, installati nand bracing of.truSsesA seal on this dr wirfq or cover page , , 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essiona en ineenni: responsibilitcyv solely for the design sho n. The sui ability Suite 150anduseofthisawingforanystructureistheresponsibil!t) of the Building DesigrSer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites ALPINE, www aipmeaw cam; TPI' www tpinst org, SBCA www sbcindustry.com; ICC www iccsafe org _Orlando FL, 32837 Job Number: N333547 Ply 1 I SEON 40168 / T52 / EJAC Cust R R8975 JRef, 1 Wcf89750096 VARIOUS ,9A6/9A7 .198SE ,02A ,RB01 Oly 2 FROM ALS DrwNo: 187.18.1509.16892 Truss Label: EJ7L KM / OF 07/O6/2018 L 11'8' 4 LO N N B 5 A 94" D Loading Criteria (psp TC L L: 20.00 TCDL, 17.00 BCLL 000 BCDL 10.00 Des LcF 47.00 NCBCLL. 10.00 Soffit 0.00 Load Duration: 1.25 Spacing: 24 0 " 2X4(A1) Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure Part Enc. 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 ft Loc from endwall. not in 4.50 It GCpi. 0 55 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 (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: N/ Pf. NA Ce: NA Lu. NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code. FBC 61h.ed TPI Sld' 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)' -0 018 D HORZ(TL) 0.041 D Creep Factor. 2.0 Max TC CSI. 0 898 Max BC CSI: 0.585 Max Web CSI 0 000 VIEW Ver: 17.02.02A.1213 21 ATE a0 278N,• S'/ANAL 07/09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL W B 426 / 179 / 393 /- / 101 8 0 D 134 /67 /157 /- /- 1.5 C 228 /106 /141 /- /- 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing.and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an c7 SBCA) fo'r safely practices prior to performing these functions Installers shall provide temporary bracin per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attach d riggid ceiling Locations shown for permanent lateral restraint bf webs shall hav braacin inslslled per BCSI sections B3, 87 or B10, as app icable Apply plates to each face. oftrussand position as shown above and on tthe Joint9Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the __Cow,,,iY truss in conformance with ANSI PI 1, or for handling shipping, installatldn and bracing of trussesA seal on this dr8winq or cover page , , 2400 Lake Orange Or listingthisdrawingindicatesacceptanceofproTessionafenineerin9responsibilittyysolelyforthedesinshoWn. The sui ability Suite 150 anduseofthisgnawingforanystructureispK. responsibility of the Building Desigrier 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 sbandustry.com, ICC www.iccsafe org Orlando FL, 32837 VAR OUS 9A6/9A7 ,198SE ,02A ,RB01 I Oty. 4 I FROM: ALS 9 / T77 / JACK I DrwNo. 187 18R509. 170 06/20180096TrussLabel: CJSL 17 C M B N 5 A 9'4„ D Loading Criteria (psf) TCLL: 2000 TCDL' 17.00 BCLL: 0.00 BCDL: 1000 Des Ld: 47 00 NCBCLL, 1000 Soffit: 000 Load Duration: 1.25 Spacing 24 0 " 2X4(A1) Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure: Part. Eric 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 GCpr 0.55 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. 4'11'A i 4'11'A Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce NA Lu: NA Cs: NA Snow Duration. NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std2014 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( fL). NA HORZ( LL). -0 006 D HORZ( fL)- 0.013 D Creep Factor 2.0 Max TC CSI 0 391 Max BC CSI. 0 278 Max Web CSI: 0.000 VIEW Ver: 17.02.02A.1213.21 o• ATE o Q 0278% Zs/0NALVk_% 07/ 09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 330 / 136 / 305 / - / 75 / 8.0 D 93 / 46 / 107 / - / - / 1.5 C 156 /72 /96 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# 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 an c7 SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted oiherwise,top chord shall have properlyY attached structural sheathing and bottom Chord $hall have a propperly attached ri9gid ceiling Locations shown for permanent lateral restraint of webs shall hav@ braacingq inslelled p8r BCSI sections $3, B7 or 810, as applicaf3le. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless notetl otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build l'n44 omponpnts Grqup Inc shall not be reS onsible for any deviation from this drpwin any failure to build the truss in conformance with AN1Uf 11, or f(orhandling shipping, Installati n an( bracing of.trussesA seal on this dr winq or cover page, listing this drawing, indicates acceptance of pro essrona en ineenrtg responsibilittyv solely for the design shov7n. The sui ability and use of this awing for any structure is the responsibilit9lof the Quilding DesigrSer per ANSI/TPI 1 Sec.2. ALPINE m rtw m~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Ply. 1 SEON. 40170 / T76 / JACK I Cust R R8975 JRef, 1 Wcf89750096 VARIOUS ,9A619A7 ,198SE ,02A ,RBO1 Oty 4 FROM: ALS DrwNo 187.18.1509.16956 Truss Label: CJ3L KD / OF 07/06/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL 000 BCDL. 1000 Des UT 47.00 NCBCLL 1000 Soffit: 0.00 Load Duration 1 25 Spacing 24.0 " r 12 4 C 2X4(A1) 1, 211 4 211 "4 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure' Part Enc. Risk Category. II EXP C Mean Height: 15 00 It TCDL: 4.2 psi BCDL 5 0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a 3 00 It Loc from endwall Any GCpi. 0.55 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. 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 10'4"3 Zh f` 94" Defl/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: 0.185 Max BC CSI 0 091 Max Web CSI. 0.000 VIEW Ver: 17.02.02A.1213 21 ATE SsONAL 07/ 09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 242 / 96 / 225 / - / 50 / 8.0 D 51 /26 /60 /- /- /1.5 C 82 /39 /49 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# 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 property attached structural sheathing and bottom Chord shall have a properly attach .d lid ceilin Locations shown forpermanent lateral restraint f webs shall havebracing irislalied p r BCI s ctions B3, B7 or 10, as applical e. Applgy plates to each face of truss and position as shown above and on te Joint Details, un ess note otherwise Defer to drawings 160A- Z for standard plate positions. Alpine, a division of ITW BuildincctL omponents Group Inc, shall not be responsible for any deviation from this drpwino any failure to build the truss inconformancewithANSUT11, or for hantldlin shipping, installation and bracing of trussesA seal on this dr wi g or cover page , listingthis drawing indicates acceptance of ppro essiona en ineLnnc1 res onsibili7cv solely for the design shown. The suifabili and seofthisdrawing, forany structure is Are responsibility of the Building DesigAer per ANSIlTPI 1Sec.2. ry For more information see this job's general notes page and these web sites ALPINE: www alpineitw com, TPI www.tpinst org, SBCA www.sbandustry com: ICC: www.iccsaf ALPINE RWC04iN. Y 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 VAR OUS 9A6 9A7 198SE ,02A ,RB01 I Oly. 4 FROM. ALS 1 / T48 / JACK I DrwNoR187 18R5 07 06/20180096 TrussLabel, CJ1L / DF Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 000 BCDL: 10.00 Des Ld 4700 NCBCLL. 10.00 Soffit 000 Load Duration: 1.25 Spacing 24 0 " 12 4 C B 315 A D 2X4( A1) 1 11"4 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure: Part Enc. 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 55 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 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 T918113 7" 11 91411 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 CSF 0.160 Max BC CSI 0.021 Max Web CSI: 0.000 VIEW Ver: 17.02.02A.1213.21 ATE ;• Qr sS ONA Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 191 /95 /182 /- /25 /8.0 D 7 /16 /21 /- /- /1.5 C - 21 /33 /26 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate. Members not listed have forces less than 375# 07/ 09/2018 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 ComponentSafetyInformation, byY TPI anc7 SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporarryy bracin per BCSI Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord *hall have a properly attach d rigid ceiling Locations shown for permanent lateral restraint of webs shall hav bracin installed per BCSI sections B3, 67 or 810 asappicatfle. Apply Oates to each face of truss and position as shown above and on tI a Join Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions Aloine. a division of ITW Buildina Comoonents Grouo Inc. shall not be responsible for anv deviation from this drewin an failure to build the rcates acceptance of rc ng for any structure is p e t seal on this drewi y or cover pae iforthedesinshoQsuin. ThelabilityANSI/TPI1Sec.2. ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Ply. 1 I SEON. 40172 / T74 / HIP_ Cusl: R R8975 JRef: 1 Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A .RB01 Oty' 2 FROM' ALS DnwNo: 187 18.1509.16800 Truss Label: HJ7L KM / WHK 07/06/2018 5'5"15 9110"1 5' 5" 15 4'4"1 ED 2.83 11'8"3 2X4 C N N B N 315 A 9'4" i G FE f -- 1'5" Loading Criteria (psf) TCLL 20.00 TCDL. 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld 47 00 NCBCLL 0.00 Soffit: 0.00 Load Duration. 1 25 Spacing: 24.0 " 2X4(A1) Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure. Part. Enc. 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 GCpi 0 55 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 " 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 9'11,10 9'11,10 Snow Criteria (Pg,Pf in PSF) Pg NA Ct' NA CAT: W Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std: 2014 Rep Factors Used. No FT/RT.20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.041 C 999 360 VERT(TL) 0 152 C 999 240 HORZ(LL) 0.007 F - HORZ(TL): 0.017 F Creep Factor, 2.0 Max TC CSI: 0.720 Max BC CSI: 0.740 Max Web CSI: 0 402 VIEW Ver 17.02.02A 1213 21 ATE 0 278'*4,NSS/QNAk- 07/09/2018 8" 7 910'1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W G 495 /276 /- /- /- /106 E 439 /126 /- /0 /0 /1.5 D 283 / 222 / - /_ /_ / 1.5 Wind reactions based on MWFRS G Min Brg Width Reg = 1.5 E Min Brg Width Reg = - D Min Brg Width Req = - Bearing G is a ngid surface Bearing G requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-C 653 -1012 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp B - F 979 - 619 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 652 -1032 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,handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byY TPI SBCA) fbi safety practices prior to performing these functions. Installers shall provide temposrrYY bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propefly attachtl rigid ceiling Locations shown for permanent IatQral restraint of webs shall have bracing installed per BCI sections ¢3, 87 or B10, as app iCa e. Apply plates to each face of truss and position as shown above and on the Joini9Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions. Alpinq, a division of ITW Buildl'nccL CComponfnts Group InC shall not be responsible for any deviation from this drawin any failure to build the µM,,ro,.,NN truss in conformance with ANSIITPI 1, or fior handlingq. shipping, installati nand bracing of,trussesA eat on this dr wing or Gover pa e , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTesslonaQ en ineering responsibility solely for the desi n shovdn. The s i abilityanduseofthis9awingforanystructureis p e responsibility of the Building Designer pe yANS1ITPl 1 S c.2. Suite 150 For more information see this job's general notes page and these web sites' ALPINE www al inedw.com; TPI' wv t inst or , SBCA www sbcindusl com; ICC' www iccsafe.org Orlando FL, 32837 Job Number: N333547 Ply: 1 I SEON 54584 / T6 / EJAC I Cust• R R8975 JRef: 1 Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A .RB01 Oly. 12 FROM: ALS DrwNo. 187.18.1509 19327 Truss Label: EJ7A KM / OF 07/06/2018 Loading Criteria (psf) TCLL. 2000 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 000 Load Duration 1 25 Spacing 24.0 " Lumber 1'0"8 Wind Criteria Wind Std: ASCE 7-10 Speed. 150 mph Enclosure Closed Risk Category: II EXP C Mean Height: 22.56 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 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #2 N Lt Slider 2x6 SP #2 N BLOCK LENGTH = 2 000' 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. 6' 11 "8 6' 11 "8 Snow Criteria (Pg,Pf in PSF) Fig: NA Ct: NA CAT. Nf Pf NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT 20(0)110(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL) NA HORZ(LL): -0 105 C HORZ(TL) 0.173 C Creep Factor: 2.0 Max TC CSI: 0.721 Max BC CSI: 0 298 Max Web CSI: 0.131 VIEW Ver: 17.02.01A.1115.21 o ATE ss ONA Hi..._ 24'3"4 ioc 20'0"12 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 428 / 132 / 341 / - / 202 / 3.5 E 148 /23 /116 /- /- /1.5 D 240 /174 /142 I- I- /1.5 Wind reactions based on MWFRS F Min Big Width Req = 1 5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing F is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. B - C 416 - 642 07/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing,and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI and SBCA) fb safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proper) attachtl rigid ceilin Locations shown for permanent IatQral restraint of webs shall hav braanq installed p r BCI sections B3, B7 or B10yasappicae. App y plates to each face of truss and position as shown above and on t te aoingDetails, un ess noted otherwise. Defer to drawings 160A-Z for standard plate positions. Alpine. a division of ITW Building Comoonents Grouo Inc. shall not be responsible for anv deviation from this dr?iwin an failure to build the 1 seal on this drAwirSgg or cover pa e Aor the design shoe n. The suitability ALPNIE 9 PI 1, or for r acceptance any structure 2400 Lake Orange Or Suite 150 Orlando FL, 32837 978. VARIOUS 9A6/9A7 ,198SE ,02A ,RB01 Oty. 8 FROM, ALS 6 / TB / EJAC CDrwNoR R187.18..115091 9342 750096 Truss Label: EJ3A KM / OF 07/1 T O 2' 11 "8 211 "8 Loading Criteria (psf) TCLL. 20.00 TCDL: 17.00 BCLL 0.00 BCDL. 10.00 Des Ld 47.00 NCBCLL 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category II EXP C Mean Height 21.56 ft TCDL 4 2 psf 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 Soffit, 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Spacing 24.0 " C&C Dist a: 3.00 ft Rep Factors Used. Yes Loc from endwall Any FT/RT:20(0)/10(0) GCpr 0 18 Plate Type(s): Wind Duration. 1 60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2 000' Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131"x3 0", min toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 791 22'3" 4 SO iV 20'0"12 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.009 C HORZ(TL): 0 012 C Creep Factor: 2.0 Max TC CSI. 0.352 Max BC CSI: 0.048 Max Web CSI, 0.010 VIEW Ver: 17.02 01A 1115.21 Ow J9,01E ATE06( ao 278 ''NONAI. 07/09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 241 174 / 203 / - / 97 / 3.5 E 60 /6 /46 /- /- /15 D 97 /76 /55 /- !- /1.5 Wind reactions based on MWFRS F Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing F 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 quire extreme care in fabricating, handling shippml installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI and SBCA) q} sa ety, ractices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly id ceilin Locations shown forpermanent latgral restraint of webs shall have bracing installed p r BCSI sections $3, B7 or p10 e. Apploy plates to each face oftrussand position as shown above and on the aoingDetalls, un less noted otherwise. Refer to BOA-Z for standard plate positions. vision of ITW Building ompon nts Group InC shall not be responsible for any deviation from this drawin any failure to build the tformance withANSIg11, or feor handling shipping, installation and bracing of,trussesA eal on this dr wirfq or cover page, drawing indicatesacceptanceofproessronaenineerinqresponsibilitysolelyforthedesignshon. The sui ability if thisdrawing, forany structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. ALPINE Gon 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Ply 1 SEON 54588 / T18 / JACK Cust R R8975 JRef: 1 Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,RSOI Oty. 6 FROM. ALS DrwNo' 187 18 1509.19656 Truss Label: CJ5A KM / OF 07/06/2018 f- 1'0"8 4'10"12 4'10"12 Loading Criteria (psf) TCLL: 20.00 TCDL 1700 BCLL. 0.00 BCDL: 10.00 Des Ld 47.00 NCBCLL: 10.00 Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category: II EXP: C Mean Height 22 05 ft TCDL. 4.2 psf 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 Soffit: 000 BCDL: 5 0 psf Bldg Code: FBC 6th ed 201 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing' 24 0 " C&C Dist a. 3.00 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 Bol chord 2x6 SP #2 N Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2 000' Lumber value set "It 38" 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 n 237-14 o_ n Cl) 20'0" 12 Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL W VERT(LL): NA F 330 / 101 / 268 / - / 147 3.5 VERT(TL) NA E 103 / 15 / 81 I - / - 1.5 HORZ(LL): -0 045 C D 167 / 122 / 98 / - / - 1.5 HORZ(TL): 0.071 C Wind reactions based on MWFRS Creep Factor: 2 0 F Min Brg Width Req = 1 5 Max TC CSI: 0 489 E Min Brg Width Req = - Max BC CSI: 0.137 D Min Brg Width Req = - Max Web CSI 0.056 Bearing F is a rigid surface. VIEW Ver: 17.02 01A 1115.21 I o. bti4tS a*• * '* ATE pc'••'c O R OP•• 0 0 278 S/ONAU- 07/092018 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 shippin installing.and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an c7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporar bracing per SCSI. Unless noted o herwise,top chord shall have properIgy attached structural sheathing9 and bottom chord shall have a pro pper y attached riggid ceiling Locations shown forDermanent latgral restraint of webs shall hav bracin mstplled per BCSI sections $3, B7 or 810, as applicafsle. Apply plates to each face of truss and position as shown above and on tt Joinl9Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Build ompOn nis Group InC shall not be responsible for any deviation from this drpwin any failure to build the ,, co,,,;,wtrussinconformancewithAN11rf11, or or handling, shipping, installation and bracing of,lrussesA Seal on this dr wing or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionaf engineerinq responsibilittyv solely sor the design shown. The sui ability Suite 150anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesigrSerperANSI/TPI 1 Sbc.2. Suite 1 FL, 32837Formereinformationseethisjob's general notes page and these web sites ALPINE: w w aipinenw com; TPI: www.tpinst.org; SBCA• www sbandustry com; ICC: www.iccsafe.org Job Number: N333547 Ply. 1 SEQN: 54590 / T16 / JACK Cust: RR8975 JRef. 1Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Qty: 6 FROM. ALS DrwNo. 187.18.1509.19513 Truss Label: CJ3A KM / DF 07/06/2018 f- 1,0"8 2'10"12 2'10"12 Loading Criteria (psf) TCLL' 20.00 TCDL 1700 BCLL: 0.00 BCDL: 10.00 Des Ld 47.00 NCBCLL. 10.00 Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 21 55 ft TCDL 4 2 psf Snow Criteria (Pg,Pf in PSF) Pg: NA Cl. NA CAT: N/ Pf NA Ce. NA Lu: NA Cs. NA Snow Duration. NA Code / Misc Criteria Soffit 0.00 BCDL 5 0 psf Bldg Code: FBC 6th.ed 201 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Loc from endwall Any 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 2x6 SP #2 N Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2 000' Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0 131"x3.0", min. toe -nails at bottom chord D 22714 0 in V 20'0"12 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL)' NA VERT(TL) NA HORZ(LL) -0 008 C HORZ(TL): 0.011 C Creep Factor 2 0 Max TC CSI 0 337 Max BC CSI: 0.045 Max Web CSI: 0.008 VIEW Ver: 17.02.01A 1115 21 o ATE 0 27s''''S ONAIv 07/09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 238 /73 /201 /- /96 /35 E 59 /5 /45 /- /- /1.5 D 94 /75 /53 /- /- /15 Wind reactions based on MWFRS F Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand 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 temporarryy bracinperBCSI., Unless noted olherwise,top chord shall have proper)Y attached structural sheathing and bottom chord shall have a pro Pr attachdrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhav8brcinqinstalledperBCSIsections83, B7 or 910, as appicable. Apply plates to each face of truss and position as shown above and on the coin gDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW B44nld11'nlgComponQnis Group Inc shall not be responsible for any deviation from this drpwin an failure to build the µ,, co,,,,,M, truss inconformancewithAINI/TPI 1, or for handlirtq shipping, Installation and bracing of trussesA seal on this dr wing or cover page , , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of proTessionaf en ineerInyy responsibility solely for the desi n shown. The suiCability and use of this awing for any structure is the responsibility of the 9uilding Desigrfer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE www el ineaw.com, TPI: www.Ipinst.org. SBCA w .sbdndust com; ICC' www iccsafe erg Orlando FL, 32837 Job Number: N333547 Ply. 1 I SEQN. 54510 / T17 / JACK I Cust. R R8975 JRef 1 Wcf89750096 VARIOUS ,9A6/9A7 ,198SE ,02A .RB01 Qty: 10 FROM ALS DrwNo. 187.18.1509 19655 Truss Label: CJ1A KM / DF 07/06/2018 Loading Criteria (psq TCLL: 2000 TCOL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47 00 NCBCLL: 10.00 Soffit' 000 Load Duration: 1.25 Spacing 24 0 " Lumber O e- 12 6 [ - C 10"12 1,0„$ _ F 1 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category II EXP C Mean Height: 21.05 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 GCpr 0 18 Wind Duration. 1 60 Value Set: 138 (Effective 611/2013) 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 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)/l 0(0) Plate Type(s): WAVE 21-2"14 T CD r- N N 20-0"12 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL)' -0.000 B 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL). -0.000 B - - HORZ(TL)' 0.000 B Creep Factor 2 0 Max TC CSI: 0 202 Max BC CSI. 0.008 Max Web CSI: 0 133 VIEW Ver 17.02.01A 1115.21 10. t tS4ii • a0 278 07/09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W E 172 /101 /183 /- I- /3.5 D 18 /- /13 /- I- /1.5 C -12 /45 /42 /- /46 /1.5 Wind reactions based on MWFRS E Min Brg Width Reg = 1.5 D Min Brg Width Req = - C Min Brg Width Reg = - Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp B - E 446 -169 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 Shipp n installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) P& satiety ractices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachgd riApld telling Locations shown for ermanent lateral restrdlnt bf webs shall hay bracing installed per BCSI sections $3, B7 or 810, as applical7le. Apply plates to each face oftrussand position as shown above and on tI a JoinCDetails, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildingp omponents Grpup In shall not be responsible for any deviation from this drawing any failure to build the ,,, c M truss in conformance with ANSUT 11, or for handling, s ippinlq, installatl n and bracing of trussesA seal on this dr8winq or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shoWn. The sui ability Suite 150 anduseofthisdrawing, for any structure is a responsibiliq of the uilding Designer pel'ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites, ALPINE www al ineaw.com: TPI, www.t inst.or , SBCA: www sbandustry corn, ICC w v iccsafe arg Orlando FL, 32837 Job Number: N333547 Ply. 1 SEQN 54528 / T39 / HIP_ Cust. RR8975 JRef 1 Wcf89750096 VARIOUS ,9A619A7 ,198SE ,02A ,RB01 Qty. 3 FROM. ALS DrwNo. 187.18 1509.19279 Truss Label: HJ7A KM / DF 07/O6/2018 Loading Criteria (psg TCLL' 2000 TCDL. 17.00 BCLL: 0.00 BCDL. 10.00 Des Ld: 47.00 NCBCLL' 000 Soffit: 0.00 Load Duration 1 25 Spacing: 24.0 " I 4'117 9'9"5 4' 1 1" 7 4'9" 15 0 24'7'12 12 4.24 (7 go4X4 C N rnQ 4X4 B 4 Li LJ 20'0" 12 1113X6 z2X4 1112X4 -4X4 EM 1'4"6 1,5,1 1 --{- 1'4' 6 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category: II EXP: C Mean Height: 22.55 ft TCDL 4 2 psf BCDL 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide hanger or special connection at top chord Provide hanger or special connection at bottom chord T 5 4'9" 1 1 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 4'4"3 9'1"14 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.044 G 999 360 VERT(TL): 0168 G 999 240 HORZ(LL): -0.019 D - - HORZ(TL) 0 046 D Creep Factor: 2.0 Max TC CSI: 0.939 Max BC CSI: 0.933 Max Web CSI 0.359 VIEW Ver, 17 02 01A.1115.21 Zile JS ATE :Q 0 278 "%, ONAI. E a 07/09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W 1 496 /243 /- /- /- /4.2 E 403 /90 /- /- /- /1.5 D 333 /216 /- /- /- /1.5 Wind reactions based on MWFRS I Min Brg Width Reg = 1.5 E Min Brg Width Reg = - D Min Brg Width Reg = - Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 268 - 651 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. H - G 594 - 241 G - F 592 - 245 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - 1 329 - 689 C - F 280 - 577 B - H 652 - 273 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 shlppin installing. and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) f) safety ractices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted o herwise,top chord shall have proper)y attached structural sheathing and bottom Chord shall have a properly attach d rigqid ceilin Lovations shown for ermanent tat@rat restraint bf webs shall hav bracing installed p r BC51 sections 83, B7 or B10, as app icat3le Appigy plates to each face, ofptruss and position as shown above and on t 1e Joint Detatls, un ess noted otherwise. Defer to ALPINEdrawings160A-Z for standard plate positions Alpin;, a division of ITW Buildl1'nccL Componpnts Grpup Inc shall not be responsible for any deviation from this drpwin any failure to build the w,,, ,ry truss in conformance with ANSIlTPI 1, or or handliriq shipping, installation and bracing of,trussesA eal on this dr wing or cover page, , 2400 Lake Orange Dr. listing this drawing indicates acceptance of protessionar en ineerinq responsibilittyy solely for the design shown. The suiTabilityanduseofthisdrawing, for any structure is the responsibility of the Quilding Desigrier per ANSUTPI 1 S c.2. Suite 150 For more information see this lob's general notes page and these web sites ALPINE www aipineitw com; TPI• www tpinst.org; SBCA: www sbcindustry.com; [CC: www.iccsafe.org Orlando FL, 32837 Job Number: N333547 I Ply: 1 SEON: 54593 / T2 / HIP_ Cust: RR8975 JRef, 1Wcf89750096 VARIOUS ,9A6/9A7 .198SE ,02A .RB01 Oty. 2 FROM, ALS DrwNo. 187.18 1509.19295 Truss Label: HJ3A KM / DF 07/06/2018 D 17 1'S"11 { 4'1"7 4'1"7 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL 17.00 Speed: 150 mph BCLL 000 Enclosure Closed BCDL: 1000 Risk Category: II EXP C Des Ld: 47.00 Mean Height: 21.55 It NCBCLL' 000 TCDL: 4.2 psf Soffit: 0.00 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a 3 00 It Loc. from endwall: NA GCpi. 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Lt Slider 2x6 SP #2 N. BLOCK LENGTH = 2 000' Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading HiPlack supports 2-11-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 0.131"x3 0", min toe -nails at top chord. Provide (2) 0 131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg' NA Cl: 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 22'3" N in N t+ 20'0"12 Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# I Loc R / U / Rw / Rh / RL / W VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 C HORZ(TL): 0 002 C Creep Factor: 2.0 Max TC CSI 0.360 Max BC CSI: 0.023 Max Web CSI 0 001 VIEW Ver: 17 02 01A.1115.21 T ---- ATE 0 278'"'%, S/0NAlL ` a 07/09/2018 F 202 I120 /- /- /- /4.2 E 26 I- /12 /- /- /1.5 D 70 /42 /- /- /- /1.5 Wind reactions based on MWFRS F Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing F 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) f r safety practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attachetl rig4id ceilin Locations shown forpermanent lateral restraint of webs shall have br cin installed per BC9I sections $3, B7 or B10, asapplicaf3le. Appigy plates to each face. or truss and position as shown above and on the oini9Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build omponents Group 1 shall not be responsible for any deviation from this drawing any failure to build the µm co,,,µ, trussinconformancewithANSI11, or for handling, s ipping, installation and bracing of trussesA seal on this dr wi g or cover page , . 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofproTessionarenineeringresponsibilitysolelyforthedesinshown. The suiTabllity Suite 150 anduseofthisyawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites: ALPINE: v .al ineitw corn; TPIwww t inst or ; SBCA www.sbondus .tom, ICC. "m iccsafe org Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orn 140 MPH Vlnd Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or i 140 mph Vlnd Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 120 mnh Vlnd Cnpad_ 7n, Mpnn Melnh+ Pnr+Iniiv rnrin—i r.,nnc n v-,+ = inn S 2x4 Brace Gable Vertical Spacing Species 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 i-) 1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' U S P r u r 3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' Ill 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' Ill ill 13' 7' 14' 0' rl r Standard 1 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' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 1 14' 0' v D F L 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' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U kl / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' l0' 6' 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' 13' 1' 13' 7' 14' 0' 14' 0' U LJ F Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' B' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' Q1 O I l Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10, 12' 8' 14' 0' 14' 0' 111 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' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' 0) D F L 3 4' 1- 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14, 0' Stud 4' 1- 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' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' d S P 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' S' 7' 7' e' 1' 9' 2' 9' 6' 10, Ill I 5' 14' 0' 14' 0' 14' 0' 14' 0' L3 U u F 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 011 S P D F L 2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 3 1 4' 6' 6' 10' 7' 3' 9' L' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 6' 6' 10' 7' 3' 9' t' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 4' 5' 6' V 6' 5' 8' l' 1 8' 7- 10' 11' I 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' Bracing Group Species and Gradesn Group A, S ruce-Pine-Fir Hem -Fir MI / N2 Standard 02 Stud N3 Stud1 N3 IStandard Dose Ins Flr-Larch Southern Pine N3 N3 Stud Stud Standard Standard Group El Hem -Fir NI L Btr NI Dou las Fir -Larch Southern Pine NI Nl N2 N2 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 may be used with these grades. Gable I russ Detail Notesi Vlnd 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. Mw\rt IL Attach 'L' braces with 10d (0.128'x3.0' min) noRs. able Truss X For (I) 'L' brace- space nails at 2' o.c. In IS' end zones and 4' o.c. between zones. Diagonal brace option, 11( Wor (2) 'L' braces- space malls at 3' o.c. vertical length may be T In IS' end zones and 6' ac. between zones. doubled when diagonal 18I, X L' bracing must be a minimum of 807 of web brace Is used. Connect member length. diagonal brace for 690N L• L TI at each end. Max web Brace II Goble Vertical Plate Sizes total length Is 14'. 1i(11( Vertical Len tin No S lice 2x6 DF-L N2 or I 4 Less than 4' 0' 2x41451-(as better diagonal TI j Greater than 4' 0', but 4x4 Vertical length shorn hrncel single 8, K less than 12' 0' In table above. or double cut L 1shown) at Refer to common truss design for upper end. peak, splice, and heel plates. J Connect diagona at 0nZi ring fo Refer to the Building Designer for conditions midpoint of vertical eb. Refer to chart a ve f e ple gta not addressed by this detall. MVAlama— READ AND FOLLOW ALL TOTES ON THIS DRAWING 2 wADPOtTANT" FURIUSM TICS DRAWING TO ALL (nRRACTMS D40.11DING THE asrALLl_Rs REF ASCE7-10—GABI6030 Trusses require extreme C— in f.bH-ting, hording, hpM Instand b—i g. Refer t= foao. the latest .dM— of 2CS1 tbi ng Component S.F.ty Infa—,U—, by TPI .nd SNCAI far ty practicespriortoperformingthe" functions. InFULLers shall provide t.mporary hraclnp per jeL jDATE 10/01/14 DRWG A16030ENC101014 lii.ssnotedoth—l". top chord shall have, properly attached structural sheathing and bottomr Yna ATE chnll have, a property attached rlytl c.Wg. Locations sho.n for permanent lateral restraint of as appUcabL*. Apply plates to ean n r% ,e J orDetails, of tMvebracingInSionassperNESTandantheoftrussandpositionaschumaboveandontMJointDetels, Wess noted other.lse. s R.far to d-abgs 160A-2 for standard plot. positions. 4. I v rrwaoAAPArn A• sYp' b f 4re to W Mstin c fm rna ncedth At6I I o b4 arany d.vlatbn C thisdro trndbgwhipping. OR1O•••• F a.•+••• TOT, LD. 60 PSF butalladom abracingoftrusses. A this rawbV LLcibg His 13727\ Pover n\ Dme seat om or cover Page drawing. I dcetes acceptance of professiorW erngbrerbg rasponsmlity for the r..ton ewn.n The A l{ O poSote\ 200 cagily a3takiltty w u" of thin drawing for any structure !s the responsbNtty of the biding Designer p- ANSI/TPI I S—_Z 1 Marytard\Heighis,\ MO\63043 For more bnFor,,atban saw this Job's Raneral notes pa W and then set, step ALPINE, w... alpbneltweoni TPI-—ApInstargi SKAM wwwsarlrsustryorgl IM we"Jcczafe.arg MAX. SPACING 24,0' T Relnfo, Memk Go Tr Gable Detail For Let -in Verticals Gable Truss Plate Sizes 3propriate Alpine gable detail 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 upped plates to span the web. 2X4 2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallsi 10d Common (0.148'x 3.',min) Notts at 4' o.c. plus 4) nails In the top and bottom chords. Toenalled Notts, 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC10Q, A18015ENCI01014, A20015ENC101014, A20015ENDIOI014, A2 A11530ENC101014, A12030ENC101014, A14030ENC1I( I LA18030ENC301014, A20030ENC101014, A20030END101 S11515ENC100815, S12015ENC100815, S14015ENCI f 10! • S18015ENC100815, S20015ENC100815, S20015EN S 1 S11530ENC100815, S12030ENCIOO815, S14030E 100 6 1008 5, S18030ENC100815, S20030ENC100815, S2003 D1008 S200 PED10 15 See appropriate Al able detail for maxim • Alpinep g l unrejn rc bl I* T' Reinforcement Attachment Detail T' Reinforcing 'T' RelnForcing Member Member Toe-nall - Or - End-nall 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. Jeb Length Increase w/ 'T' Brace T' Relnf. Mbr. Size T' Increase 2x4 30 2x6 20 Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Goble Vertical = 24'o.c. SP •3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 307 = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length s 1.30 x 8' 7' = 11' 2' VAR1mIm. READ AND rMJ" ALL WrCS (If THIS DRAVDO DFMTANTo fl.56M THIS DRAVD TTI ALL CONTRACTORS DOMMIlm TE UWALLEIM Trusses require estrene care in fabricating haMWq. shippYp, instalWp and bradnp. Refer to Tytl y - ATE REF LET -IN V E R T DATE 10/01/14followthelatestemtlanofDCSICMd6qcorponentSofetyInforwatbn, by TPI end SCGV for snfFb Q prnct1ces prior to performing these functions. Installers shall provide temporary brad per RCS j. DRWG GBLLETIN1014Unlessnotedotherwise, top chord shall have property attached structural sheatHrp wn bottom shall have a properly attached rigid celhhg. Locations dam for pernnnent lateral restraint of web Q P• L: Q shall have brndrhp installed per tCSI sections 23, g7 or 2I0, as a ppllcnbla. Apply plates to each face of truss and posrtbn as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. OR` •• ` qlo••w•w• AN RWODMPANY thismowing, anyy failure t"dingdgthCe truss In confo nancenU not bewithANSI/TPI, responsiblefor ha ding',` deviation instean a bracing of masses. O a MAX. TOT. LD. 60 PSF l oAseala this dro.Yhp or cover page llstihp this dro.Yhg, bdcates acceptance o professional w4 M W1t1V`' DUR. FAC. ANY13723\Rrveryon\Dave Sude\200 for am srtrring ucd t' Myfor the rrsponsi responsibilityof Mdrq Desipne per IWSI/TPI 1 Sec2 use of this ` 07 09/2 lg 02%8 MAX. SPACING 24.0' Maryland\ Heights.\ MO\ 63043 Xr nore Nornnomtion see this Job's general notes page and these web sites- pinww.tpinstorgi StCAN www.sbcindustryorgl ICO wwwkcsofeorp Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ore 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ore 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ilri 1?n mnh 1JInr1 Cnoo,i 15• Nunn 4luink+ Pn..+i,.ii., r--, --n C--- n V-.+ - n nn S 2x4 Brace Gable Verticnl Spacing 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 Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B U Q rSPr P 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12' 2' 12, e' 14' 0' 14' 0' 3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' t' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard S P 4' 0' 6' 8' 6' 11,' 7' 0' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' 2 3' 10' 6' 7' 6' 10' 7' 9' 8' l' 9' 3' 9' 7' 12' 2' 12' f'I 0' 14' 0' d ou F 3 3' 9' 5' 3' 5' 7' 6' ill• 7' 5' 9' 2' 9' 7' 10' I1' 11' 0' Stud 3' 9' S' 3' S' 7' 6' ill' 7' S' 9' 2' 9' 7' 10' 11' 11' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10'' 1' 14' 0' U 0) UL C Q A rSPr I r 1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10, 7' 11' 0' 13' ILL 14'' 0' 14' 0' 3 4' 2' 7' 1' 7' 9' 8'9'9' V 10' 5' 10, 10, 13' 9' 14'' 0' 14' 0' Stud4' 2' 7' 1' 7' 6' 8'9'9'1'10' 5' 10, 10, 13' 9' 14'' 0' 14' 0' Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' S P D P L 1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10181 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 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' 10' 2' 10, 10, ill' 10, 12' 7' 14' 0' 14' 0' d S P F 1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' LD X U O 1 rflr Stud 4' 7' 8' 2' 8' 5' 9' 8' l0' 01 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 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' e' 9' ill' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d 01 r—( S P D P L 2 4' 10, 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 1 7' 10' 9' 8' 10, 1' 11' 7' l2' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' l2' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' I1' 8' 8' 1 9' 3' 1 It' 6' 1 12' 0' 1 13' 7' 1 14' 0' 14' 0' l4' 0' About Y able Truss Diagonal brace optiont vertical length may be T doubled when diagonal l8' brace Is used. Connect j— et brace for 600• •L• L net each end. Max web Brace total length Is 14'. )K )K 2x6 DF-L 02 or better diagonal r t Vertical length shown brace) single B, In table above. or double cut )K 45• (as Shown) at L 1 upper end. Connect diagonal at ' ' ' ' ' I,` mid oint of vertical web. Refer to chart abyv VARNDKO- READ Alm FMLnv ALL NOTES ON THIS DRAVD(O aw DPMANTas F1Rlm 1 THIS DRAVIIG TO ALL CONTRACTORS DICLUDDG THE D(STALLF7t5. Trusses require txt,—. cart h fabricat ng Ir.&Img, shaping, heat i ro anW b cr.g R.Fer tfallowthelatestrdltloreofNCSI <•Adlmg Component safety Information, by TPI and Silt ) ior sn t practices prior to perFw" these functlonx Installers shall provide tenporvy brodng per bless rated othnerwhse, top did shall have properly attadrd stnctural sheathinnp and bottom shall have a property ettsdrtl rVd c.lftQ Locatim s shown for perwnent teetered restraint of TT Il T shau have bradng Irsaued per SI sections 33, 37 or 210, as applkablt. Apply plats to e h f d 11 I I I1 of truss and postUan as shown above and on the .Joint Details. west rated otherwise. IIL IIJ Reefer to d-sIrW 16OA-Z for studard pl.te positions. AN RW thisAlpine, pdh4slonofITW •adding Co onents Group Inc. shag anot responsaxt for f ngrap, any falur. to build th. truss In conformance with ANSI/TPI 1, or for frstall.tion l bracing of trusses. A seal on this drswfp or cover peg. Ustle this drenfp. Indicates aoo ptemw of prof—lonri 13723\ Piverpodl Drive trnpY.eerfnp rt v y solely for tint Oxen Thn. snitabil)ty onnd us. of this drawfnp 11 Snate1200 for sit)' tncdrw k tit htY a w R DwOD Per ANSI/iPi l Sec2 Maryland\ Heights,%MO\63043 Far more In formation serotes tthisJob's general page and thaws d webon ALPDE.. swwlptnwit—ee.) TPI. www.tpinstargi S•CM swasbndnsustr argi IM wewJccsafearg J * i ATE• d.'••: c OR P•'•• ONALEt a Bracing Group Species and Gradesn Group A, S nice -Pine -Fir Hen -Fir N1 / N2 Standard N2 1 Stud 03 1 Stud N3 IStandard Doll ins Fir -Larch Southern Pine 03 N3 Stud Stud Standard Standard Group Bi Hem - Fir N1 L Btr Nt Dou las Flr-Larch Southern Pinew NI NI N2 M2 1x4 Braces shall be SRB (Stress -Rated Board), wFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes: 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 10d (0.128'x3.0' nine) nails. Il For (1) 'L' brace- space nails at 2' o.c. In IS' end zones and 4' o.c. between zones. 1( ) War (2) 'L' braces- space nails net 3' o.c. In IS' end zones and 6' o.c. between zones. L' bracing must be a minimum of 807 of web member length. Gable Vertical Plate Sizes Vertical Len tin 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. Less than 4' 0' 2%3 Granter than 4'0', but less than 11' 6' 3% 4 Granter than II' 6' 4%4 TOT. LD. 60 PSF X. SPACING 24.0' REF ASCE7-10-GABI6015 DATE 10/01/14 DRWG A16015ENC10i014 CLR Rein -Forcing Member Substitution T-Reinforcement This detail Is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. Is specified on n truss design but an alternative web L-Reinforcerlent: or reinforcement method Is desired. L-Reinf. Notes; This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-rein forecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4M 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OV T-rein forcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. NO Center scab on wide face of web. Apply (1) scab to each face of web, Apply to either side of web narrow face. Attach with 10d (0,128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinforcement: Apply scab(s) to wide face of web. - No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o,c. Reinforcing member Is a minimum 80% of web member length. VARNDJOeas READ NO FRLOV ALL MMS ON THIS MVDJa asDpMMffo ROM nUS DRAVM M ALL fJ7 rMTM DIILODC THE DtSTMADIS. Trusses reai-e .stren. care ti Fobrlcotng, hending, ship rig, InstallIng erW brecirrp ReFer to fauoe the latest ed?U— of SCSI (Suing Canporent Safety Infornatlan, by TPI and SSU) for s.4t tJespraccprlw to p.rforNnt; these func'Hons. Ire tatters shall provide to won breM Unlessnotedotharels., top hard shall have properly attached structural wheaWngend bpocton d as sh1nU have o properly ottaOrrtl rIOW ceWO. Locations shown for perwnent lateral restraint of of rues hrvcYr7 Installed per SCSI sections I7. S7 or SIO, as oppllcahle. APply plates to each fat IIL f of truss and posfU.", as shoen "ow ere m the JoInt Details, vsess noted otherwise. Refertodraeq1TioM2forstandardplateposltlonµ RW Alpine, a division of ITV badhp Corponents Group Inc. shall rot be responsible for any deviation this drasInp any fallu,e to build the truss In conformance with ANSIRPI 1, or forhanding, shipping, tolletbn Lbracingoftrusses. A sent on this drawing w cover page Ustng this drawling, hdLates acceptance of profasshonal 1372M Riverpon\ Drive evrgnrerng reR h' solely for W dr shoran T/r n/4hslty V us. of this drawing Guile\ 200iwanyst— Me Is dr rrspar S7q of tar SiArg Desl rr per Al6I/TPI I Sect Maryland\ Heights,\ MM 63043 For nova nnf—tlon sea this Jobs general rotes page and these eb shtep AIPM ese. elpnniteconl TPI- ee.tpinstary SSCA- eeesbdtdretrynra) IM seeJccsafearo as t ATE 0NAI. EN T-Reinf. L-Reinf. Scab Tt * tom PSF VC DL PSF Ir N 6* PSF PSF LD. PSF REF CLR Subst. DATE 10/ 01/14 DRWG BRCLBSUB1014 DUR. FAC. SPACING NAIL REINF RCEMENT FOR PLATE DETAIL This detail may be used when the required number of Nails shall be driven through solid steel at a distance no connector teeth In a truss member exceeds the actual closer that 1 Inch to the joint line. Nails may also be driven number of teeth in the given member. Nails may be driven through the tooth slots, but shall be located at the end of through the connector plate(s) In truss members using the the slot farthest from the joint line. nail type specified below to Increase the lateral resistance of the connector plate(s) having a shortage of required Use a maximum of 2 nails per square inch of plate area. effective teeth. Nail Type Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coil Nail Material Connector Plates Substitution SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nall replaces 2 teeth SG >= 0.42) Alpine 20-gage H 1 Nall replaces 2 teeth Alpine 18-gage S 1 Nall replaces 2 teeth Nail Type 0.131' x 1.5' Box or Gun Nall Material SP, DF-L, HF, SPF SG >= 0.42) Connector Plates Alpine 20-gage Wave Alpine 20-gage H Alpine 18-gage S Substitution 1 Nall replaces 3 teeth 1 Nall replaces 3 teeth 1 Nail replaces 3 teeth Nails shall be driven through connector plate having shortage of required effective teeth, Nails may be driven through connector plate on each face of joint If each plate has a shortage of required effective teeth. Nails shall be fully embedded Into wood areas free of defects. This detail is applicable only on joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing. This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally 3x2 and 4x2), Line r 0ii,AI1.7 O v Typical Joint Configurations. This e I •1• s y • t nfiguration. This Detail Is Applicable Only On ointslWhe e T rine r Pt to Has Been Offset No More Than 1/2' From a Dk Osi w Th Truss Design Drawing. MVARI0NGM. READ AND FIXILOV ALL KM OR TMS DRAVOG oDJPDRTA1Nfo FUMSH TK3 DRAVI/JG TO ALL CONTRACTORS DAIMING THE DW 1CpS 4 Trusses rvquFe estrene b fabrlcatbhp, handUrhg, Installing hrndrp R.Per ti— r REF NAIL REINFORCEMENT DATE 10/ 01/14 con shipping, orhd faua. the latest edition of BCSI twdldbg Conhponent Safety Infor.otbn, by TPI and S11i for suety practices prior to pwfwriq these Funhctlons. Installers shall provide temporary bracing per SQL Ord.ss noted other.)-, top chard .ball hate property attached structural d,.athhg and bat an SFoll have a attached Mytl cellY+p. L000tbre Far lateral ATE t DRWG REPPLTNL1014 d properly shown penuonent restraYrt of shall here brncbhg Installed per 1CSI cectWns 13, S) or tf10, as sppllcable. Apply plates to esdu frie of truss and pa- as shown above and on the Joint Details, unless noted othersW. Refsr to dra.rhgs for j1O• OJT CQ 16GA- Zstandardplateposltlorhs. Alpine, a dMslon of ITV Sliding Corponents Group Inc shalt not be y reI cfforaddeviationO .•• AN RW OJMRWY tins drawling, to 1. or the trussbconformance .kh ARSI/TPI L or for handling, shipping, 1d ••f•••• r 1372M Fbverporl\ Ome same\200 ing of .- bracing 4ritsetoLtradraoftn,sses. A sealonthisdrauuYhporcorerpageOstbhR this dryurVhg, Indicates; acceptance o/ proFessborol wnR=b, re=,sbtlt calely for the d.abh w o— The aI4641ty and — of this dra.Yhg for achy stnc t— Its fhe res{ondiAlty of the Feip Desl er per ANSUTPT I Sect V l G eL y i,,- A Maryland\ Heights.\ MO\830.3 Fair more biornatbn see this Job's general notes page and the- .eb skew ALPM .... LpYelt. conJ TP6 .—.tpYhst,org) SBCA, msbtbudu. .orgy 100 ... Jccs.fearg VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Requirements Ridge board_. 24 (min) N2 Southern Pine or better, Rafter spans 2U'-0' or less... (A) 2x6 SP N2, SPF 111/112, DF N2 or better B) 2x6 SP N2, SPF N1/I12, DF 02 or better Purllns/Lateral bracing_. 2x6 SPFN2, HF 02, DF 02 or better Sleepers_. 2x(width of rafter seat cut) SPF N3 or better 2 parallel 2x6 SPF N3 Cripples and blocking_. 2x6 SPF N3 or better Truss Below_. See design - Southern Pine Material RIDGE BOARD 2x6) COLLAR BEAM. EVERY THIRD PAIR OF RAFTERS TYPICAL COMMONS 2 CKING 2x4 Pur in 24' SPACED 24" O.C. (Whore no sheathing GENERAL NOTES Purlins required 2'-0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly Puriins 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 8Sd (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: W-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 Cripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. Space the crippes for each row starting from the valleys or sleepers and working Inward to the ridge board so that cripple locations are staggered between rows. 2' 0" O.C. (TYp) Attachment can be made directly or through plywood sheathing by cutting a 2"x6" notch in sheathing Connection Requirement Notes 1. 2x6 rafters to ridge 4 16d toe -nails 2. Cripple to ridge 4 16d toe -nails 3. Cripple to rafter 4 16d toe -nails 816d face -nails 4. Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 4 16d toe -nails S. Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss 6. Ridge board to roof block 416d 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 4 16d toe -nails 12. Cripple to purlin 3 16d toe -nails NOT REQUIRED IF SLEEPERS ARE USED) 13. CRIPPLE, BRACING, & BLOCKING NOTES NO Collar beam to rafter 4 16d toe -nails NOTE: 16d (0.162'x3.5') COMMON NAILS 2x4 continuous lateral restraint (CLR) min. Is required for cripples 5'-0" to 10'-0" Iong nailed w/ 2 -10d (0.148"x3") nails. Or 2x4'T' or scab reinforcement nailed to Oat edge of cripple with 10dj0.128"x3.0") nails at 6" o.c. "T' or scab must be 90 % of cripple length. Cripples over 10'-0 long facture two CLR's or both faces w/'T' or scab. Use stress graded lumber & box or common nails. Nartow 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. Apply all nailing In accordance to current NDS requlrement Nails are common wire nails unless noted otherwise. H, A) I (B) (••) 0""1b003- WAD NO Fatav ALL NNU ON THIS 0iAWDQ o _ LL 20 30 40 54 REF VALLEY FRAMINGssm4KW#XT runsH Tim wAv" TD ALL CarntActan Dicu mf. [tE =TALL= Trvsees "q,4re ..t,— care h f.nrtcatnp, han."g, wpp„D, Y sWOr,p u,e br ck,p. • Refer to »id • * DL 10 20 7 7 DATE 10/O1 /14foeowthet. teat •dtlon of SCSI Cary Caporrnt Safety W, batten• iy TM u sgW For sa • practices prior to pse. top these all h 1or,L Installers the provide tel sh—t rea J per ' STATE OF ! IBC DL 0 0 0 0 DRWG VACNV1801015Weanhaveaoeher4y & top chord she Irre property sk en fo sper'.1 l drathlp an/ bY1an at,all hove a pr Q k, atmOrA rlpN mctlo L23, 17n Onm for tAkabl . lateral rratnht eI A • drI I atoll m nd post ion &lea per SCSI se W w S3, I7 or Seta u wiresEle. Apply plates to each r • /A- Poftwoandposition2ahcsnaea.e .,d pn she .kk,t Details, vteoa rated otherake. • • % R l O ""' •< b C LL 0 0 0 0 tt A4* to aYv.Yps 1f rr for st Capp plate posr4C.-&,p lr aa• O •. AN RWt70 AMltY nts°`a-:a* vn rw.meD"r , i, wrfO,rar tle".uterot tNs~I Pl iar°n.rw,Da',,,p`PNprr`" s ••a'••••••• j\ orb TOT LD.30 50 47 61 krtLLlation L rrocing of twses. npAemal on tits, dmOV or cover page thni g this trars,p, s,aoaaes amep0emv of profrn*nal sbvcYeeontysWIY .a Ow tir ! a T[ i "'V ONAItt" + DUR. FAC. 1.25/1.15 17esl. idro,uoaVa fOr `^ s' is the —st"w"ity of pad / y( EaMCoy, 110 i1W5 For rr:. M'ort,atbn s« tlta Jae's eerwvt ro pope .rd wa. wa °tee V ( O 2O( SPACING SEE ABOVE AL/ttlJ sse.lpr,.ltsconl T h eee.tpir,storpl sNr.V orpl rib ...afeary ATTENTION! nrt u'Imi n® ZL REFER TO BCSI —BI Tnm wm bf wt inm b r em - Talrrbsm j rot irttl. ilslpt arr aper.br wts bnm tlb . Labs.. E" m" zf REFER TO & PACK FOR CONNECTION. C.15 0 ?fl1c i TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING Id 16'-0' 14'-0* L 21'-4• L 6.-8. HEEL*'-O' RECORD COPY PLUMB wl/ T-- I8'-8, . 11'-4' -; HANGER CHART I'll HTU26 SIMPSON 11 = LUS24 SIMPSON NIL = LUS26 (SIMPSON) HHUS26-2 (SIMPSON) J L = HGM28-2 (SIMPSON) JL = HHUS46 (SIMPSON) D = THA422 (SIMPSON) Total Truss Quantity = 164. • = PLUMBING DROP THIS 6 A TRUSS PLAC0Off PLAN. ITS DOENOED TO AID IN THE DNSTAlATION OF TRUSSES ENGINHItED TRUSS DRAWINGS AND ARCF91ECILMS RIPERCEDEE THIS DOCUMENT. t -o HMO SAO(-U4 FOR PLYdr SUBFLOOR WALL HT. BASED ON 19'- 4- A.F.F D- 8 _ 322 0 1 DUE TD-DEFLECTIDN -- DIFFERENTIAL SEE STR13NGBACK LETTER IN EN& PACK) FOR YAIDIUY ETTECTIVENI 5. INSTALL Sn" BEFORE SEETM IS APPLIED TO TRUSSES. 12 6 d HEEL STUBBED ADD' L 1/2' FOR 0 1'0-1 PL'~EXID Second floor TYPICAL RAISED HEEL DETAIL General Notes 1) Al pe.w cied blra rd iw W 59 ir+n IBM Ift 4 dW+ PWG* rW n- bb.ir"V—d&w 2) AI hope. b b. S m K— ui.a a— at.L 3) Al bs io7 b 24- = ri- dee rbL 4) Pa Ds Pbb iri6 Bm-B1 r.ber.edofol der ari I-sail4 *QA b. prod M . crier w"15'=. Owwnb b. rtP.rr r . W— r BY b1— —h Idea bu¢i DA d.d.a Her Idw b Br5)-01 br OV OIMmd W" 41.h ROOF LOADING SCHEDULE l 17 BCDL 10 PSF TOTAL 47 PSF DURATION 1.25 X WIND SPO/TYPE- 150 ENCLOSED BLDG EXPOSURE - C USAGE a RESIDENTIAL CAT H WIND IMPORTANCE FACTOR = I UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2014 TPI 2007 T— m®bc a=,Lm c ca. " plm dead far AS('E 7-10 rd ®costa f Gam bah as —. rd cl.ddr a rd mm wmd f reenv q e® Tb.--bamrn . biwd ddwa"d 109 pd "eo"o.rue b,v chord hie Lod FLOOR LOADING SCHEDUL TCLL - 40 PSF TCDL - 10 PSF BCDL = 5 PSF TOTAL a 55 PSF ALL REACTIONS OVER 50001 AND UPLIFTS OVER 10001 ARE SHOWN ON ENGMEERIM. WALL KEY 09'-4 20•-O"1 DESfRIPnDN MR. DATE N n¢ r W eQ t• .eI tl LOAD/ OESCN7IPIION 00T. DATE v riv mv, rwl r 30 mar .a ar r. CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G. N. W. WINTER HAVEN FLORIDA INK PHONE' 000) 959-BB0663FAY, (0) 294-2488 BUILDER TAYLOR MORRISON HO PRO.ECT:THORNBROOK MODEL TB90-1989 CCA PRQ1/MODEL/ALT 9A6.9A7 / 198SE 02 ALT DESC IE':8' COW. LANAI OTC : LOT : 81 BLOCK: DESIGNER PAGE A.S. DATE 9 30 2016 LAN4333547L 51 4 "=1' 1',t;71s tit \i: I: 13i CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: S-- 3a ds Documented Construction Value: S Job Address: </J/ "h ,e e !1 ej_ z _ D r/ historic District: Yes El No El Parcel TD: /% Residential Commercial v Type of Work: NewN Addition Alteration Repair DemoEl Change of UseEl Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name ; cu7TA_e i 6ilili 5-r2 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 City, State Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: Bonding Company: Address: Fax: (770) 941-9522 State License No,: CFC1426562 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE '1'O RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOI!R PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COj% MENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, C:ONSUL'I' WITH YOUR LENDER OR AN AII-FORNEY 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 he inscribed with the date of application and the code in effect us of that date: 51b 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 ardor to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Owner/Agent's Name Signature ofNotary-State of Florida Date A1V Signature t t rl'enl TONY MAHA FEY Print Contractor/Agent's N e Signature ota -Stott of Ploride bole set ."AM 11111111UI! u... EXPIRES O Owner/Agent is Personally Knm m to Me or Contractor/Agent is Personal O q EO0 Produced ID Type of Ill Produced ID Type of ID Zgrs1Ct0``` BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 5)\ — ;z r) 1) DOCLIHIC111CCI COMIRICIi011 N*.-lILJE!: S Job Address: Historic l.cENo Pnrcel ID: TypeorWork: NewllAddition O Description of',Work: I A, I— j 'k--lh Ilan Review Contact Person: H., c)-ne: nn R e;z i (I c n t i'l L7,'-'- IC 01111"lercial 0 Alteration Repah-D DennoEl C'Imn-eofUse lj Move V? , 1- 1 I)(,\) : t Y\ i /-,I -, FaN: Enmil: Prope,",y 0-.-,,ner Information 2 rn C3100 - Mo--V'( sctj Phone: S " I - e c- i - Cit.,. Chace zip: Title: Re; ident of propel-tv, Contractor Information s r 2 1-.1 p h C' i Si: Zip: i cen; N F i I' [':, 1'. - City. St. Zip: 7, dii A I" I' lon.c.: Fax: E- t mii': — TO D' A"NER: V0L:,-' FAH-Vi-,E -f'(-) RECCE:[:) A X()'I-iCE OF C()MENCDIENT M.\V P-ES"LIT IN VC)I.-p VING TWICE I-C):, I; P;--, c;V E TO YCA'i" A NC)TICT 01- C0'\I,I;7NCI-)!I-- L'S T - AN!) PCISTED ON THE -10=; SITE 1:!-I-C):,'.E THE 1011. Ij- VOL; FINANCINC. CC) N-SLIT V\'ITH LEND, f, AN NO-1-1cl* NOTICE: L? addizioa io ±h_ ,aer.i; or this pf,-1il. Ihfre Ilia\ he 2•!iiicl;al r:s[rirlioas :lopli:;lbl_ to t;:is piop; \ thai n1\ t ei I!at lil lf?£ pubh; f;COTi.S O[ 1G:5 Ct l!.li\'. a±l{: (:Y.—. Ii:1U bL ,•!dji:1oi?11 p:n11ifxJR1 iv; f. I . i; 1.1;::1„11e;:i Cil>ii iCii, $laic 2-genCi->. or f:Cifral of il: i_:. _'•_ cPtaiCf Oi perr:ili I: \ C,lilC.?a.J;l 11 : I N•Ill 11061\' 1.^_C c,.x —zr of [lf prOp,T' Of i_l'' or Fivrld: Tilt C1:\' Qr S:!;lroid rLq C3r,5 I`1P;:?a:?i Ora i,!a;l r:l•1_','. Ic; a: the ;::i:f 6f pci l:'.;i ca!iii?::ial.: Co' Orlli: C\:'Cl.'t:ll Co;:i"_:i I_ r°q,!Irz,;l Oi7.i lJ C'IC!:I:!IC it plan r:\'I,\1' Cli^i 2i1a; \\'Ill be COO>IdCi:ii t!;: c'iiGaaif j CJ U:lion \•al:lt Of lit•' job ai Gl: I! 6f 51;•iill[iai. Th.- 2Ctl!.'.l Con m --don \'all:f will Il' IiE::F_L h1_fJ oa ta" C_-Y`; ICC V.!!;;1±!J:1 I a'le L 2iif;i i t::? I±LiI^ fil_ it IsjuC . in !..:iCwL COiC, 1;: iC:7 1:,_1;: \:; II LN-2 a^.rlied to \'Our Pzm-ni. f___ \:._,: Gi' permil 1_ 1:::1_,.. ••• _ al!!:. OWNEWS AFFIDAVIT: I ceitil"Y that all of the fore2oitlg illf01_11 a:16 lil isaccUl'ate .I id that all r0rl: liil be I wieIIlCUIIIpliancewi ll all apllflcable la\1'C rc2u at ills' collstI'CCtIOII .n LI l7', .._. ___... ! C.: U: i?il• i•. ''+'i: i? .1: Chi 1 ID of lD fiy STEPHANIE RALLO Commission # FF 175017 r. Expires November 9, 2018 7,Jrrt. Ba: drd Tlw TmyFie iwAE00.M.7O18 T .r`IJ . BELOW' IS I - OR OFFICE- USE ONLY f c filit: I;;C;I:iI'i;•Cl: C'_!i:::i:? l=l_:.'ii_i I •l:.ll^.:C l C ; I!:::-t':':_ CoilsirllCiioil I' Vie: Occiipa r,c.y l*_l•: Ilil. UCCt:ii illl' I.U:I;I: L I i: il'GCiICiI: l_li'CiI'iC c nl :\•.ii_)_ bll• ' -i!li'ii i•i:. 1ilt il:r.ir I'ci',itii: l e_ `:c,=c f-!___ Fi;.:\l:Iri: f'tr:..i: - T Is=j G.. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: t8 --3D-5 Documented Construction Value: S i Job Address: '1CC Historic District: Yes Nog Parcel ID: Residentiato Commercial 1 1 Type of Work: Newt Addition Alteration Repair Demo Change of Use Move Description of Work:-Jrx I I Oc-rnpla.- .e- Ark- L t Plan Review Contact Person: \, .,.1 I '1t( Yp, Phone: k1-4j$S-2OOI J Fax: 4-1-333-325.3 I_ Email: kgae- Title: E JC,1 Qy i . Ccrrv Name--Vi'f IY I;YY%''` Property Owner Information Phone: Street: 1 if L .I _ljC I ey\- Resident of property? City, State Zip: M' Contractor Information 1 G p O OCRtZ-rJ ' 3Name1-Ar Phone•• Street: 581 TSGO 9)(a-U Fax: 0 a 5 53 City, State Zip: ar\d P— Z%% State License No.: LIK Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: Sth Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application ( ram / 1.," i 6N 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 AFMAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all applicable laws regulating construction and zo g. Z Signature of Owner/Agent Date Sigpre of Contrnctor/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is Personally Known to Me or Produced ID Type of ID s Name Signature of No ry-State of Florida batc CHERYL D AKERS MY COMMISSION M FF998962 EXPIRES June 05, 2020 407) 39a-0153 FlanOpNogrysCr iCe.eom Contractor/ Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application STATEWIDE 1-888-831-2665 Taylor Morrison Homes 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 R w DEL -AIR State Certification CAC032448 HIM= • AIR COlO111flUMG Phone:(321) 397-7250 Revised Date: 12/30/2017 Job Name: 301 Teen Regional We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job. Design Criteria: Worst Case for pricing; lot specific for permitting. R-30 - Vented Under Attic R-19 - Vented Knee Wall R-4.1 - Block Walls R-13 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Low E Vinyl Double Pane, U-Value = 0.34 SHGC = 0.27 Water Heater - Natural Gas Tankless 1 gallon, efficiency 0.82 PLAN NAME TONNAGE SEER HSPF FANS/FAN LIGHTS TOTAL CONTRACT PRICE Anastasia 2.0 / 2.0 16.0 / 16.00 8.60 / 8.50 2/0 8,035.00 Boca Grande 3.0 15.00 8.50 4/0 4,911.00 ItCaptiva . _4f 3.0 15.00 8.50 3/1 5,095.00 Marco 3.0 15.00 8.50 2/0 4,679.00 Santa Rosa 3.6 15.00 8.60 4/1 5,759.00 NOTE: PRICING IS VALID FOR 6 MONTHS. Equipment to be LENNOX 15 SEER HEAT PUMP (14HPX/CBA27UH) Pricing includes bath duct with standard bath fans, fan -light combos, dryer vent box, dryer venting through roof, and programmable thermostats (TH6320U1000DAG). Anastasia and Boca Grande plans only Include dryer wall caps. For any interior kitchen hood that has a fan greater than 400cfms - add $475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1,000cfms - add $875.00 for a Broan MD8TU & M136S. For any interior kitchen hood that has a fan greater than 1,500cfms - special provisions must be made. Add $235.00 for increased range vent size if any make up air is necessary. DEL -AIR MUST BE NOTIFIED OF ANY INTERIOR HOOD THAT IS GREATER THAN 400CFMS BEFORE ROUGH -IN. Customer Initials 11% \l I\ 1 I: I Ii I. 1 I l ` l W(132J4S 431 ( 01)IS( U 1\ \1 1 1 : -7 71 U171 l334 001 m,dclair.um CITY OF SANFORD One Time Credit Card Payment Authorization Form Sign and complete this form to authorize City of Sanford to make a one time debit to your credit card. listed below. By signing this form you give us permission to debit your account for the amount indicated on or after the indicated date. This is permission for a single transaction only, and does not provide authorization for any additional unrelated debits or credits to your account. Please complete the information below: I '110)2A qle 5 C authorize the City of Sanford charge my credit card full name) account indicated below for amount) address or par el I Billing Address 1 CD b (h City,.State, Zip on or after Account Type: Visa MasterCard r'arrthntrtPr Name \ )0`^A '-'C- TL N-1 Account Number O Soo 7 Expiration Date l CCV © T Billing Zipcode 3.--2% 71 SIGNATURE This payment is for date) Phone# L-I' 15-%ts' Email Ylll C delay,cam AMEX Discover DATE Io 1S lig I authorize the above med business to charge the credit card Indicated in this authorization form according to the terms outlined above. This paym authorization is for the goods/services described above, for the amount Indicated above only, and is valid for one time use o . I certify that I am an authorized user of this credit card and that I will not dispute the payment with my credit card comoanv' ona as the transaction corresponds to the terms indicated in this forth. 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 . . . . . 18-00003225 Date 11/07/18 Property Address . . . . . . 471 ROCKY GROVE LN Parcel Number . . . . . . . . 21.19.30.510-0000-0810 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1086446 Permit pin number 1086446 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL _/_/_ 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 . . . . . 18-00003225 Date 11/07/18 Application pin number . . . 086825 Property Address . . . . . . 471 ROCKY GROVE LN Parcel Number . . . . . . . . 21.19.30.510-0000-0810 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 281082 Application desc need noc Owner Contractor TAYLOR MORRISON TAYLOR MORRISON C/P DAPHNE 2600 LAKE LUCINE DR STE 350 407) 257-6940 MAITLAND FL 32751 407) 489-1475 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 21.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2642.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1086446 Permit pin number 1086446 Sub Contractor DEL AIR HEATING A/C & REFRIGER Permit Fee . . . . 110.00 Issue Date . . . . 11/07/18 Valuation . . 5095 Expiration Date . . 5/06/19 Qty Unit Charge Per Extension BASE FEE 110.00 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 Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1071.00 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. UNIVERSAL UES Project No: 0110.1401008.0000 D Workorder No: 9404591-1 ENGINEERING SCIENCES Report Date: 9/14/2018 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection Building Inspection -Plan Review -Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 - F: 407.423.3106 In -Place Density Test Report Client: Taylor Morrison of Florida, Incorporated 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thornbrooke 40s 8r 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: 471 Rocky Grove Lane (Lot # 81) Material: Fill Reference Datum: 0 = Top of Fill UES Technician: Sammie Edwards Date Tested: 09/14/2018 V Tvpe of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range Maximum DensityDensity pcf) ptimum Moisture Field Dry tY pcf) Field Moisture Soil Compaction Fill Depth inch) Pass or Fail 1 North West Corner of Pad 0-1 ft 108.3 10.7 104.7 11.8 97 N/A Pas: 2 South West Corner of Pad 1-2 ft 108.3 10.7 107.1 12.5 99 N/A Pas: 3 South East Corner of Pad 1-2 ft 108.3 10.7 104.7 13.1 97 N/A Pas: 4 North East Corner of Pad 1-2 ft 108.3 10.7 106.9 12.8 99 N/A Pas: 5 Center of Pad 2-3 ft 108.3 10.7 106.4 13.5 98 N/A Pas: Remarks: At time of testing, footings had not been excavated All tests were performed on the inside of Pad Area and Proposed Footing Area. i Tn nrin l.l:n {. n ...•duol n...b r/:..n In / Innmmol'n n/:n.Jn hn D••/.1/n and n.•.n..h •nn oll m..n.rr sm r.h miMnd r •v.nBdn nHn/ mm nd.• of n..r nl:n non e..d oi./i... n-.n1:nn DESCRIPTION AS FURNISHED: Lot 81, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: LOO O LOT 80 O co 5.00, 5.00' Taylor Morrison of Florida, Inc. TRACT J I / OPEN SPACEIRECREA710N N 00014'55" W 40.00' 159_26' 34.80' 34.80' 1 LOT 81 1 30.0, 0 r: FORMBOARO'FOUNDATION TOP OF FORMS 23.30' hry n o 21.3 j - I 25.2200' 25.20' I 10' UTiL. ESMT. N 00014'55" W 40.00' 5.00, O O0 5.00, O 69 LOT 82 LUI 4,HUU Jv.r 1. k11 a ry y p ti LIVING GARAGE ENTRY 1,156 451 74 SOFT. SOFT. SO. FT. Gip G LANAI 128 SOFT. BREEZEWAY- N/A SO.FT. ROCKY GROVE' LANE' DRIVEWAY A/C PAD 403 12 SOFT. SO.FT. WALKWAY 75 SQ.FT 50' UTIL. AND ACCESS R/W) IMPERVIOUS= 47.9 Z 2,300 SQ.FT. G SOD 2.500 C CU SO.FT. IONp R/W 440 SOFT. APRON 110 SQ.FT. Q PROPOSED FINISHED SPOT GRADE ELEVATION SIDEWALK PER DRAINAGE PLANS BUILDING SETBACKS: SOD l31 SO. FT. L-- PROPOSED DRAINAGE FLOW FRONT - 25' TOTAL AREAS: LOT GRADING TYPE B REAR = 15' PROPOSED INFORMATION SHOWN AREA 5,240 SQ.FT. PROPOSED F.F. PER PLANS - 23.3' SIDE = 5.0' BASED ON SUPPLIED PLAN DRIVEWAY 573 S0. SIDE CORNER - 10' AND/OR INSTRUCTIONS PER SIDEWALK 275 S PROPOSED GRADE PER CONSTRUCTION PLAN ++ CLIENT NOT FIELD VERIFIED SOD2,630 CRUSENME'YER-SCOTT ASSOC, INC. - LAND SURVEY LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407 P RAT PDL. • PRINT ON LING FIELDTyr. TYPICAL AL. Po Or REVERSE CURVATURE NOTES: 1. THE UNDERSIGNED DOES HEREBY COMFY TINT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTHI THEIl. • Rpm . IR. IRON DD P= - POINT Or CONFOUND CURVATURE RAG RADIAL PROFESSIONAL SURVEYORS AND MAPPERS W CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECIpN EMBOSSED WITH SURVEYOR'S SIGAATURE AND ONW44 RAISED SFAS. THIS SURVEY MAP OR COPIES ARE C.N • CONCRETE IEIAMENT SET ER. • 1/2' IA /ILR 4596 NA NON -RADIAL 2. UNLESS 5, THIS SURVEY WAS PREPARED rROM TIRE INFIDRINTION FURNISHED TO THE SURVEYOR. THERE MAY BE OTNFR P REC. - RECOVERED VP. - VITNESS POINT P. GR. •POINT D<' IEGONING CALL. • • CALCULATED OR u9EMENTS THAT AFFECT THIS PROPERTY. 4, NO UNDERCROU01D TUPROVEMENTS NAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. PRC. • POINT OF COIMECEMENT PAN • PCRNAIEN REFERENCE IGMIMENT F. F. - rINII1QD FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT Or THOSE CERTIFIED TO AND SIIOUID NOi BE REJ C • CCHTCRLOE NLD • NAIL L DISH RSL - WILDING SETBACK LIFE OILTLNSIONS SHOWN FOR THE LOCATION OF WvaOYEMENrs HE77EON SHOULD NOT BE USED TO R/ V - RLGHT-0r-VAT RN • {ENCNIMRK 7. BEARINGS.,ARE BASED ASSULIED OATVY AND ON THE LINE SHOWN AS BASE BEARING (DAL) ESWL - EASEMENT R.R. - SASE REARING L EEVAT)ONS, IF SHOWN. ARE BASED ON NATIONAL GEODETIC DATUM Or 1929. UNLESS OTHERWISE DRAINAGE UTIL UTILITY 0. CERTIFICATE' OF AUTHOMIATIDN No. 4500. Jz - CHAIN LINK rocE VDFC. - VOOD FENCE C/ R • CONCRETE TA= SCALE 1- f' - 20 D PL - POINT OF CURVATURE POF TANGENCY CERnnED 8Y: DATE BSc R e RADIUS PLOT PLAN 07oN -19-201B D TLEHGTW FORMBOARD FOUNDATION/EL C. O. - L 3RREARING NORTH l THIS BUILDING/PROPERTY OOES.NOT UE WITHIN FIRM' 4714 ESTABLISHED100YEARFLOODPLANEASPERTOCRUSR.L.S. THE ZONE - K• MAP / .12117C 0055 F. JAME W. SCOTT, R.LS 4807 T rn FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Tvk8 SI Builder Name: Joy M6rr/S0n Street: q 7 1 Ro C h Permit Office: City, State, Zip: FL 3 Z 77 1 Permit Number: 18 - 32 Z 5 Design Location: "nor^ brvo ke Jurisdiction: Envelope Leakage Test Results Single Point Test Data: HOUSE PRESSURE: 50,0 FLOW: Leakage Characteristics CFM (50): ACH(50): 1i 9 6,10 1602 0 Pass R Fail 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), (9), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with section R402.4.1. SIGNATURE: / PRINTED NAME: ?d berl F CSr Jr X 77LW DATE: Z 16 / 1g Where required by the code official, testing shall be conducted by an approved third -party. A written report of the test results shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Testing was conducted in accordance with ANSI/RESNETACC 380 to meet the 2017 residential energy code. Florida Buildinq Code Duct Leakage Results Builder: I4 fo-(— j/rlorr n Neighborhood: 1 0 rneLcod ke. Lot M Address: y7 ( 1Coc ku 6&6ye City: &, L" J State: Square Footage: ) (169 Stage of Construction for Test r=L Permit #: ) $-3725 Rough in with Air Handler F Rough in no Air Handler LAjPost Construction Duct Leakage Test Results: I Duct Leakage percent requirement: % System CFM25 Square Footage Duct Leakage CFM/100s ft. Location Pass or Fail 1 5917 1789 3, 6 /o Q, I deirl 6 r a.55 2 3 4 5 10 Pass Fail Rating Company: SkyeTec® Inspection Date: Z14 M Rater Name: o Left V77 9Gi Rater Signature: Rem The Energy Code Experts 9570 Regency Square Blvd, Suite 410 Jacksonville, FL 32225 Phone: 904.482.4000 i 1.866.SKYETEC www.SkyeTec.corn m SkyeTecm D SITE COPY 111 I 111 11 111 oil November 6, 2018 Inspector c/o Taylor Morrison 551 N. Cattlemen Road Sarasota, FL 34232 Re: Lot 81—Thornbrooke 471 Rocky Grove Model: Captiva —Traditional Included Elevation Permit #18-3225 Alternate Connector at Exterior Load Bearing Wall To Whom It May Concern: It is our understanding that at the above referenced project, the contractor did not install the Simpson SPH8 connector for the vertical stud to single bottom plate connection at the 2nd story exterior 2x8 #2 SYP load bearing walls located at the gathering room. We have reviewed the condition and the loads involved in addition to the information provided by the contractor. The following applies: In lieu of the SPH8 connectors mentioned above, from the vertical stud to single bottom plate connection located at the 2nd story exterior 2x8 #2 SYP exterior load bearing walls located at the gathering room: o Install (1) Simpson SP1 connector to the inside face of the vertical stud to bottom plate connection. o All other components and construction of these wall segments must be in accordance with detail C/S-4 "Typical Two Story Wall Section W/O Floor System" per plan. Install all connectors per manufacturer's specifications. All original plan criteria shall apply. All other plan criteria shall continue to apply. No other changes are authorized or implied. The change indicated above shall not be construed as applying to any other part or portion of this plan or any other except as specifically defined herein and used in context. If you have any questions or require additional information, please feel free to contact me. Respectful Paula.1- well, P.E* Daul0tr"xen * W ' i g.nes>`• Q F •'.OR 1 D P.•r• 4_ . Ref # 18-ISQ/VAL EN\ \\` Re\JJ!SJ0tA J LOING SPNE R vFPAR' as S PAUL D. KIDWELL, P.E., FL# 52683 VORTEX ENGINEERING, I.I.C. ANDREW J. MEISHEID, P.E., FL# 83217 Al 607 S. ALEXANDER STREET, SUITE 103 il III COA #28035 '1' _11I1 PLANT CITY, FLORIDA 33563 WWW. VORTEXENGINEERING.NET COMMERCIAL - RESIDENTIAL - INDUSTRIAL PHONE: 813-704-4842