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459 Rocky Grove Ln 18-3310; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100007 BUILDING APPLICATION #: 18-10000711 BUILDING PERMIT NUMBER: 18-10000711 UNIT ADDRESS: ROCKY GROVE LANE 459 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: 1 3- 3 310 6f DATE: August 22, 2018 0 37-L4 -7 21-19-30-510-0000-0840 PARCEL: TRACT: BLOCK: LOT: 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: 459 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 unitROADS -COLLECTORS 705.00N/A Single Family Housing .00 1.000 dwl unitFIRERESCUEN/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 1.000 dwl unitSCHOOLS 54.00CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unitPARKS 5,000.00N/A 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 THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, rO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES j 0l. YIUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW KUST 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 PHE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. PHIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018087663 Book:9182 Page:1039; (1 PAGES) RCD: 8/1/2018 2:42:16 PM REC FEE $10.00 0 Parcel ID Number: 2-'— go— 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. CERTIFIED COPY GRANT MALOY , T CLERK OF THE f,IRCUIT COURT AND COMPTROLLER _,• gMihOLE COUNTY, FIO liGA DEPUTY CLERK Y Oat AUG 012018 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. gl- 1. Description of property : LOT Legal Description : Thornbrooke Phase, according to the plat thereof, as recorded in Plat BookSPageR47_7/of the public records of Seminole County, Florida. Addresses : L15 A ( 414 QMZ Sanford FL 2. General description of improvements : Single amily 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 713.11(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed :A ie17SignatureofOwner's Agent: n Asa Wright aylor Morrison of Florid Sworn to and subscribed before me this by John Asa Wright who ' ers ally known to me. Notary Public DA Clark My commission expires: 6/27/19 "•.'.'. CiAR!( D. A Serial No. FF 209108 N q8Itl'CO&ZiSSIONtFF20?106 t EXPIRES: June 27, 2019fEarno'O BonOeE Ttuu Bu0ge1 Notary Sen1eM CITY OF SANFORD BUILDING 8 FIRE PREVENTION JUL 3 ,,; PERMIT APPLICATIONTDN y b Application No: /F — 3 --Sm Documented Construction Value: $ 350144 t-co Job Address: Historic District: Yes No 0 Parcel ID: 21--iQ-3- -0000-6h 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E-mail: 407-257-6940 Mortgage Lender: N/A Address: NO 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: 5te Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION s PERMIT APPLICATION Application No: eo Documented Construction Value: $ 0 = Job Address: S! Historic District: Yes No QX Parcel ID: —_ Q--3Q:0 -0000- 0 Residential [) Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: _daphnena PermitsPermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: N/A Address: 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: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 V / t C, t Oe Permit Application FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0 Electrical a Mechanical [it Plumbing ® Gas Roof Construction Type:y Pl Occupancy Use: (Z.Flood Zone: k- 5 cE t T'r4Gl{ E'Q Total Sq Ft of Bldg: l' a `{ Min. Occupancy Load: I 1 # of Stories: Z New Construction: Electric - # of Amps 7-400 Plumbing - # of Fixtures Z O Fire Sprinkler Permit: Yes No [' # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ` —21, ZO/,9 * UTILITIES: ENGINEERINGO-t—KC 8-6-1b FIRE: COMMENTS: Ok to, construct single family home with setbacks and impervious area shown on plan. WASTE WATER: BUILDING: 4f NOTICE: In addition to the requirements of th's rmit, It may be additional restrictions applicab 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 app ' able laws regulating construction nd zoning. Signature Owner/Agent Date Signatu of Contractor/Agent Date TAYLOR MORRISOUOF FLORIDA INC Print Owner/Agent's 1 Signature of State of Florida \Qtl1 µlESecY Send. rreah JOHN ASA WRIGHT Print Coctntraor/ s Signature o otary-State of Florj dA0• OFF 209\ Nary S'tvvX Owner/ Agent is yFS Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps. Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised- June 30, 2015 Permit Application SXNFORD 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: 459 Rocky Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-0840 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: 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 E The parcel is not in the: 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# 18-3310 Reviewed by: Michael Cash, CFM Date: August 6, 2018 F_,0R10,1 ooApplication for Right -of -Way Usey wayforDrivewaWalk & Landsca e Department of Planning & Development Services wwws*nrardn.yov 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly Identifying the size and location of the existing right —of --way and use shall be provided or application could be delayed. Q„`rJ1vQ+QM/'j // 41 G1116eroroyou dty. 1. Project Location/Address: 2. Proposed Activity: Vr Driveway `J Walkway Other: 3. Schedule of Work: Start Date Completion Date ElEmergency Repairs 4. Brief Description of Work: dMIRFMAY FOR AIAW SAA This appllcation is submitted by: Properly Owner. V/'' nnQ / pp/ r / L/, Signature: L / l cn n t Printt Na ime: 'AY /7P/V MA /MtS Address: isl rsu7 fMU, crioV e, 2 /7i/I v A0 6, /921V Phone: 4072V-6%0 Fax- 01Q,01)f)?_Date: r Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shell 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, uh1'ties, stormwater facilities, orany general maintenance activities by the City becomes In oonflict with the above permitted activity, the pennittee shall remove, relocate and/or repair as necessary at no oost to the City of Sanford insofar as such facilities are In the public right-of-way. If the Requestor does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the rightcf 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 Requestors property to recover costs of restoration. To the fullest extent permitted by law. Requestor agrees to defend, indemnify, and hold harmless the City, its oouncilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, Indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and Including an appeal), resulting In any fashion from or arising directly or Indirectly out of or connected with the use of the City's right-of-way. I have read and I hereby understand and a Signature: 0 0 id the above statement and by signing this application I agree to its terms. all city fees related to this application as required by the city's adopted Fee Resolution. Date: This permit shall be posted on the site during construction. Please call 407.688.5080, ExL 5401.24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: sepremorr zuiu Date: ROW We Drivemy.pdf 0 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 y Address: 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 Inspection DescriptionMinMax 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIEC_HANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 0 40 DESCRIPTION AS FURNISHED: Lot 84, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. TRACT J THORNBR0 KE PHASE 1 P.B. 79, PGS. 3-7 OPEN SPACE/RECREATION t LOT 18 S 00°14'55" E s 1 40.00' tiff _ ry19O' 5.00' 19.80, 19.60, 19.80, 15.7' COVERED n PATIO of 14.3' LOT 84 Ly PROPOSED RESIDENCE MODEL: ANASTASIA 2 CAR GARAGE LEFT w Q) LOT 83 LO 1 ry O Oi 5.0 ENTRY s.00• 21.3' 16' DRIVE 25.20 5.20' 10' UTIL. ESMT. WALK 9 ry, 9 CURB N 00014'55" W 40.00' 5.00' w ko soLo O OLOT 85 5.00' "1 r---_0-9L'-A--ps., ROCKY CRO VE LAND' 50' UTIL AND ACCESS R/W) 0 LOT = 4.800 SO FT LIVING = 1.467 SO Fl. GARAGE = 455 SO FT ENTRY = 71 SO FT. LANAI = 139 50 FT. BREEZEWAY= N/A SO.n. DRIVEWAY = 403 SO F1 A/C PAD = 18 SO FT. WALKWAY = 68 SOFT. IMPERVIOUS = 54.6 9. 2,621 SO FT Con = 0 170 CO FT. OQO R/W = 440 SO.FT Q PROPOSED - FINISHED SPOT GRADE ELEVATION APRON = t 10 SO. FT PER DRAINAGE PLANS BUILDING SETBACKS: *PLOT PLAN ONLY*' SIDEWALK = 200 SU FT v`= PROPOSED DRAINAGE FLOW FRONT 25' (NOT A SURVEY) IViSOD = 131 SO. FT LOT GRADING TYPE B REAR = 15 ALA A , PROPOSED INFORMATION SHOWN AREA = 5,240 SO. FT. PROPOSED F.F. PER PLANS 23.7' + SIDE = 5.0' BASED ON SUPPLIED PLAN DRIVEWAY = 513 SO FT. SIDE CORNER = 10' AND/OR INSTRUCTIONS PER SIDEWALK 268 SO F7 PROPOSED GRADE PER CONSTRUCTION PLAN + CLIENT NOT FIELD VERIFIED SOD - 2.309 SO FT. CRUSETNMETYER—IS'COTT do ASSOC, INC• — LAND SURVEYORS LEGEND - LEGEND - P • PLAT PDl. • POINT ON LINO ES., E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F •FIELD TYP. TYPICAL NOTES: IP. • IRON PIPE PRE, POINT OF 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 P.CL. POINT OF COPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES CA • CONCRETE MONUMENT BAD. • RADIAL 2. UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY WP OR COPIES ARE NOT VAUD. SET I.R. In' IR../•LB 4596 NR. MOM -RADIAL I THIS SURVEY WAS PREPARED FROM TITLE WFORWTTON FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS REC. RECOVERED V.P. • VITHESS POINT OR ELSEMENTS THAT AFFECT THIS PROPERTY. P.OJ. • POINT OF BEGINNING CALL • CALCULATED 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. P,DC. • POINT LI COMMENCCMCNT Fr. • FINISHED REFERENCE Il]NUNCHTQ • CENTEgLINE FF. •FINISHED FLOOR ELEVATION 0. ML9 SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER CNTIIY. NLD • NAIL L DISK BSL WILDING SETBACK LINE B, DIMENSIONS SHOWN FOR TIIE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNOARI' ONES, R/V RIGHT-OF-VAY BR, BENCHMARK 7, BEARINGS, ARE BASED ASSUMED 1DATVM .AND ON THE LINE SHOWN AS BASE BEARING (B.B.) ESMT. •EASEMENT I.B. BASE "ING B. ELEVATIONS, ff SHOWN, ARE BASED ON NATIONAL GEODETIC DATUM OF 1929. UNLESS OTHERWISE NOTED. DRAIN, • DRAINAGE UTIL. UTILITY 9. CERTIFICATE OF AUTHORIZATION No. 439B, CLFC. CHAIN LINK FENCE VD.FC. Von FENCE C/o • CONCRETE BLOCK SCALE -- 1• 20 DRAWN BY: •• P.C. DINT OF CURVATURE 4 P.T. • POINT OF TANGENCY LUTE ORDER No. DESC. DESCRIPTION CERTIFIED BY: — - - - R RADIUSLENGTX PLOT PLAN 07-26-2018 4942-18 D DELARCTA C CHORD C.B. CHORD BEARING NORTH THIS BUILDINC/PROPERTY DOES.NOT UE WITHIN -- -=--- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' GRUSEN R, ZONE •K' MAP j 12117C 0055 F. ,.ES W. SCOTT, R.LS j 4801 DESCRIPTION AS FURNISHED: Lot 84, 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 THORNBROOKE PHASE 1 P.B. 79, PGS. 3-7 OPEN SPACE/RECREATION I LOT 18 S 00°14'55" E s 1 40.00' 0 ry\ 9 t19. 80, 19.80, 19.80" t 5.00' L 15.7' COVERED n PATIO of 5.00' 14.3' LOT 84 LV PROPOSED RESIDENCE E? MODEL: ANASTASIA 2 CAR GARAGE LEFT W w LO Uj ? LOT 83 O try O LOT 85 tENTRY 5.0 5.00' "+ O Oi 2 5.00' 1.3' 16' DRIVE 25.20 5.20' , 10' UTIL. ESMT. WALK 9 CURB N 00°1455" W ON LOT AREA CALCULATIONS. 40• 00 , LOT800 SO. FT. LIVING = 1,467 SO.1-1 GARAGE = 455 SOFT R 0 CKY CR 0 VE' LA NET 71ENTRY - I SO r. LANAI = SO rr BREEZEWAY = N/A SO.F7 50" UTIL AND ACCESS R/W) DRIVEWAY = 403 SO F7 a• A/C PAD = 18 SO FT. WALKWAY = 68 SO.FT. IMPERVIOUS = 54 6 x 2.621 SO FT SOD = 2,179 SO FT. OF LOT AREA CALCULATIONS: R/W 440 SO.FT. Q PROPOSED = FINISHED SPOT GRADE ELEVATION APRON = 110 SO.F7 PER DRAINAGE PLANS BUILDING SETBACKS: "PLOT PLAN ONLY' SIDEWALK = 200 SO. FT. V- PROPOSED DRAINAGE FLOW FRONT - 25' (NOT A SURVEY) SOD = 131 50 rr LOT GRADING TYPE B REAR = 15' ALAREAS: PROPOSED INFORMATION SHOWN AREA = 5.240 SO. FT PROPOSED F.F. PER PLANS 23.7' } SIDE = 5.0" BASED ON SUPPLIED PLAN DRIVEWAY = 513 SO.F7 SIDE CORNER = 10' AND/OR INSTRUCTIONS PER SIDEWALK - 268 So.F7 PROPOSED GRADE PER CONSTRUCTION PLAN } CLIENT NOT FIELD VERIFIED SOD - 2.309 SO FT. CR USE'NMET YER — SCOTT do ASSOC, INC. — LAND SURVEYORS LEGEND - LEGEND - P .PLAT OL • POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F • FIELD TYP. • TYPICAL NOTES: IP. IRON PIPE PAL POINT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY LIEE75 THE STANDARDS OF PRACTICE SET FORM BY THE FLORIDA BOARD OF IR •IRON ROD PLL POINT OF COWOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES C.M. CONCRETE MONUMENT RAD. • RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. SET I.R. 1/2' IR. •/ILI 4596 N.R. NON -RADIAL J, THIS SURVEY WAS PREPARED FROM TITLE INFORMATRIN FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS REC. RECOVERED V.P. WITNESS POINT OR EASEMENTS MAT AFFECT THIS PROPERTY. P.O.R. •POINT OF BEGINNING CALL. • CALCULATCD 1. No UNDERGROUND IMPROVELEMS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. OTC. POINT OF COMMENCEMENT PAX • PERMANENT REFERENCE MONUMENT I CENTERLINE FF. FINISHED FLOOR ELEVATION B. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TD AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENFITY. NLD •NAIL L DISK 1SL WILDING SETBACK LINE B. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/W •RIGHT -OF -VAT iN. • BENCHMARK 7. BEARINGS. ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS RISE BEARING (B.B.) ESMT. EASEMENT 1.11. •RASE REARING B, ELEVAFIOHS, IF SHOWN, ME BASED ON NARONLL CEDDE7IC DATUM OF 1929. UNLESS OMvn"SE NOTED. DRAIN, DRAINAGE UTIL. UT IL ITT B. CERTIFICATE OF AUTHORIZATION No. 4098. CLFC. CHAIN LINK FENCE VDFC. WOOD FENCE C/ B • CONCRETE ROCK SCALE H— 1 • 20 — ORAWN BY: •.• PC. POINT OF CURVATURE 4 P, T. POINT OF TANGENCY CERTIFIED BY. OAiF ORDER. No. DESC. DCSCRIPT ION R ( 9 RADIUSLENGTHPLOT PLAN 07-26-2018 4942-18 ARC D • DELTA C • CHORD C. B. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES.NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM' T GRUSEN R.L.S. i 4714 ZONE ) E" MAP / 12117C 0055 F. '.E' MAPSCOTT, R.LS /.4801 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot84ThornbrookeAnastasiaGL Street: 459 ROCKY GROVE LANE Builder Name: T for Morrison Permit Office:iA C City, State, Zip: FL , Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Orlando County:: Seminole (Florida ate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(3145.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1380.60 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 244.22 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1509.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1482.00 ft 6. Conditioned floor area above grade (ft') 2582 b. Knee Wall (Vented) R=30.0 27.00 ft' Conditioned floor area below grade (W) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(336.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 a. U-Factor: Dbl, U=0.34 272.41 ft' b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 SHGC: SHGC=0.31 b. U-Factor Dbl, U=0.58 64.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC' SHGC=0.32 a. Central Unit 25.2 SEER:16.00 b. Central Unit 25.2 SEER:16.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 21.8 HSPF:8.50 SHGC: b. Electric Heal Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 2.839 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2582.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 1102.00 ft' None c. other (see details) R= 13.00 ft' 15. Credits Pstat Glass/Floor Area: 0.130 Total Proposed Modified Loads: 73.19 PASS Total Baseline Loads: 75.92 1 hereby certify that the plans and specifications covered by Review of the plans and FINE S74,- this calculation are in compliance with the Florida Energy specifications covered by this ti.0,FOB Code. calculation indicates compliance AN 0withtheFloridaEnergyCode. nn„! ••:: `:j ;;,'..•3„ PREPARED BY: Before Before construction is completed DATE: _ _ __ 7/24/_1.8_-.___ - __-_-______- this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed is in compliance Florida Statutes. CDDwiththeFloridaEnergyCode. WE OWNER/ACE T_ BUILDING OFFICIAL: DATE: ` _ _ _ __ DATE: r 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). 7/24/2018 12:16 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 SCPA Parcel View: 21-19-30-510-0000-0840 http://parce ldetai i.scpafl.org/Parcel Detai 11 nfo.aspx?Pl D=2119305100... KAIJ[ Property Record Card Parcel: 21-19-30-510-OOOOA840 echm=covm Wawa. Property Address: 459 ROCKY GROVE LN SANFORD. FL 32771 Parcel Information Description BROOKE PHASE 4 GS 70-71 Taxes Value Summary 2018 Working 1 2017 Certified Values Values Valuation Method I Cost/Market I Cost/Market Number of Buildings 10 i 0 Depredated Bldg Value Depredated EXFT Value Land Value (Market) 40,000 1 $26.050 Lend Value Ag JusUMarket Value •• 1 $40,000 y 526.050 Portability Adj ---- T---- Save Our Homes Adj O SO Amendment 1 Adj O 12,784 P&G Adj O SO 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 O 40,000 Schools —'— City Sanford ------ 1-- $ 40000 -- 40,000 , O O ------ 40,000 40.000 SJWM(Saint Johns Water Management) 40,OW O_ 40.000 County Bonds 40,000 O 540,000 Sales Description Date Book Page Amount Qualified Vadlmp No Sales mpamble Sales Land Building Information Permits Oo I,at Vjjwr Rvn M a TYrY C.alllq O'faMfb NM bMY OffIC. rw bd a y1ra1101r aalerliq P rL Orin C016Cr Ev MOOIr MOrItIrN der b• trlet b Iktl On /CMKYb bub0. Extra Features 1 of 2 7/31/2018, 10:05 AM RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot84ThornbrookeAnastasiaGL Builder Name: Ta for Mornso Street: 459 ROCKY GROVE LANE Permit Office: City, State, Zip: FL , Permit Number: "4ht Owner: Jurisdiction: 91000DesignnSANFRDLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9 Wall Types (3145.8 sgft.) Insulation OY t51 R 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 152 . b. Concrete Block - Int Insul, Exterior R=4.1 1380.60 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 244.22 ft' 4. Number of Bedrooms 4 d. N/A R= fl' 10. Ceiling Types (1509.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38 0 1482.00 ft 6. Conditioned floor area above grade (ft') 2582 b. Knee Wall (Vented) R=30.0 27.00 ft' c. R= f Conditioned floor area below grade (ftz) 0 11. Ducts ftRft2 7. Windows(336.4 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 a. U-Factor: Dbl, U=0.34 272.41 ft' b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 64.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25.2 SEER:16.00 b. Central Unit 25.2 SEER:16.00 c. U-Factor: N/A ft' SHGC: 13. Healing systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 21.8 HSPF:8.50 SHGC: b. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 2.839 ft. Area Weighted Average SHGC: 0 312 14 Hot water systems a Electric Cap: 50 gallons 8. Floor Types (2582.0 sgft.) Insulation Area EF. 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ft' b. Conservation features b Floor Over Other Space R=0.0 1102.00 ft' None c. other (see details) R= 13.00 ft' 15 Credits Pstat Glass/Floor Area: 0.130 Total Proposed Modified Loads: 73.19 PASS Total Baseline Loads: 75.92 1 hereby certify that the plans and specifications covered by Review of the plans and111E S74X- this calculation are in compliance with the Florida Energy specifications covered by this p1+s Code. - calculation indicates compliance with the Florida Energy Code. nn,; ••; =••';' °;. , 0 PREPARED BY: ` Before construction is completed DATE: -__-7/2.4/-1.8_ - _ - _-__ _ _- _ _ this building will be inspected for o 0 compliance with Section 553.908 d I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. 01) WE OWNER/AGE _ DATE: BUILDING OFFICIAL: DATE: 4S-aa_ ! r 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). 7/24/2018 12:16 PM EnergyGauge® USA - FlaRes2017 Section R405.4 1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot84ThornbrookeAnastasiaG Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2582 Lot # Owner Name: Total Stories- 2 Block/Subdivision- of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Rotate Angle: 0 Street 459 ROCKY GROVE L Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan- No City, State, Zip - Family Type- Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5 % 2 5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1467 13643.1 2 Block2 1115 10035 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Healed 1 1st Floor 1467 13643.1 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1115 10035 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- ---- 13 ft' 19 0 0 1 2 Slab -On -Grade Edge Insulatio 1st Floor 147 9 ft 0 1467 ft' 0.37 0 0.63 3 Floor Over Other Space 2nd Floor ---- ---- 1102 ft' 0 0.2 0 08 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pilch Type Materials Area Area Color Absor Tested Tested Insul deg) 1 Gable or Shed Composition shingles 1655 ft2 370 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 1480 ft' N N 7/24/2018 12:16 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space_ R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) 1st Floor 30 Batt 27 ft' 0.11 Wood 2 Under Attic (Vented) 1st Floor 38 Blown 13 ft' 0.11 Wood 3 Under Attic (Vented) 2nd Floor 38 Blown 1469 ft' 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type R_Value-Fl-In-Ft-In Area-R-Value-Fraction-Absor._Grade%_ 1 N Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ftZ 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 508.7 ft' 0 0 0.6 0 3 E Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft' 0 0 0.6 0 5 S Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft' 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 53 0 9 4 494.7 ft' 0 0 06 0 7 SW Exterior Concrete Block - Int Insul 1st Floor 4.1 4 11 9 4 45.9 ft' 0 0 0.6 0 8 W Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 9 W Exterior Concrete Block - Int Insul 1st Floor 4.1 5 6 9 4 51.3 fi' 0 0 0.6 0 10 Garage Frame - Wood 1st Floor 13 26 2 9 4 244.2 ft' 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SW Wood 1st Floor None 25 2 10 8 22.7 ft' 2 Wood 1st Floor None 25 2 7 8 20.7 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 n 1 Vinyl Low-E Double Yes 0.34 0.31 N 300 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 n 2 Vinyl Low-E Double Yes 0.34 031 N 38.9 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 3 e 3 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ftZ 1 ft 0 in 1 ft0 in Drapes/blinds None 4 e 3 Vinyl Low-E Double Yes 0.34 0.31 N 400 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 e 4 Metal Low-E Double Yes 058 0.32 N 64 0 ft' 10 It 8 in 0 ft 0 in None None 6 e 4 Vinyl Low-E Double Yes 0.34 0.31 N 58.3 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 7 s 5 Vinyl Low-E Double Yes 0.34 0.31 N 6.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 s 5 Vinyl Low-E Double Yes 0.34 0.31 N 15.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 s 6 Vinyl Low-E Double Yes 0.34 031 N 5.0 ft' 1 ft 0 in 11 ft8 in Drapes/blinds None 10 s 6 Vinyl Low-E Double Yes 0.34 0.31 N 19.3 ft' 1 ft 0 in 11 ft8 in Drapes/blinds None 11 w 8 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 7/24/2018 12-16 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 455 ft2 455 ft2 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000408 2762.4 151.65 285.21 .3666 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block_ Ducts 1 2 Electric Heat Pump/ Electric Heat Pump/ Split Split HSPF:8.4999 21.8 kBtu/hr 1 HSPF:8.4999 21.8 kBtu/hr 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit/ Central Unit/ Split Split SEER: 16 25.2 kBtu/hr cfm 0.75 1 SEER: 16 25.2 kBtu/hr cfm 0.75 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 095 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS V # 1 2 Supply ---- Location R-Value Area Attic 6 293.4 ft Attic 6 223 ft' Return ---- Air CFM 25 CFM25 HVAC # Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool Attic 73.35 It Default Leakage 2nd Floor (Default) (Default) 1 1 2nd Floor 55.75 ft Default Leakage 2nd Floor (Default) (Default) 2 2 7/24/2018 12.16 PM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cool!n Heating Jan X} Jan jj jj Feb jXj Feb jf j Mar rXMar j j Apr I jAPrI Ma MaY Jun jXjJun jXj Jul j j Jul jXj Au j j Auj Xj j Se SeP Oct Oct Nov NovDec Dec Ventin 1 Jan Feb XJ Mar X] A r May Jun Jul Aug Se Xj Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/ 24/2018 12:16 PM EnergyGauge A0 USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5 Is this a worst case? 6. Conditioned floor area (W) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC. SHGC=0.31 b. U-Factor. Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8 Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) 459 ROCKY GROVE LANE, , FL, New (From Plans) 9 Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1521 00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1380.60 ft 1 c. Frame - Wood, Adjacent R=13 0 244.22 W 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38 0 1482.00 ft' 2582 b. Knee Wall (Vented) R=30.0 27.00 ft2 c. N/A R= ft2 Areaa 11. Ducts R ft' 272 ft, a. Sup: Attic, Ret: Attic, AH- 2nd Floor 6 293.4 b. Sup: Attic, Ret. 2nd Floor, AH: 2nd Floor 6 223 64.00 ft2 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 25.2 SEER.16.00 b. Central Unit 25.2 SEER:16.00 2.839 ft. 0.312 Insulation Area R=0.0 1467 00 ft' R=0.0 1102.00 ft' R= 13.00 ft' 13. Heating systems a Electric Heal Pump b. Electric Heat Pump 14. Hot water systems a Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: _ _ _ _ _ _ City/FL Zip: kBtu/hr Efficiency 21.8 HSPF:8.50 21.8 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat @ .114E ST4y0 y a a a ryCOD WE 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. 7/24/2018 12:16 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 DEL -AIR Manual S Compliance Report HIMU O• AIR CONO MIANO a h u 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 459 ROCKY GROVE LANE, FL Design Conditions Job: Lot84ThornbrookeAnast... Date: 7/24/18 By: JA Outdoor design DB: 92.50F Sensible gain: 18495 Btuh Entering coil DB: 76.50F Outdoor design WB: 76.3°F Latent gain: 3465 Btuh Entering coil WB: 63.20F Indoor design DB: 75.0°F Total gain: 21960 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 19045 Btuh 103% of load Latent capacity: 3663 Btuh 106% of load Total capacity: 22708 Btuh 103% of load SHR: 84% Design Conditions Outdoor design DB: 41.7°F Heat loss: 19768 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22379 Btuh 113% of load Capacity balance: 39 OF Supplemental heat required: 0 Btuh Economic balance: -99 IF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5.8 kW 100% of load Temp. rise: 21 OF Meets all requirements of ACCA Manual S. wrghtsoft- 2018-Jul-24 12 05 30 Right -Style® Universal 2018 18 0.13 RSU24011 Page 1 ookeAnaslasiaGL\Lol84ThornbrookeAnaslasiaGL.rup Calc = MJ8 House faces W DEL --AIR Manual S Compliance Report NFATOIO • AIR CONDITIONING ah u 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 459 ROCKY GROVE LANE, FL Job: LotWhombrookeAnast... Date: 7/24/18 By: JA Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 16570 Btuh Entering coil DB: 78.0°F Outdoor design WB: 76.3°F Latent gain: 2925 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 19496 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 17945 Btuh 108% of load Latent capacity: 3020 Btuh 103% of load Total capacity: 20965 Btuh 108% of load SHR: 86% Design Conditions Outdoor design DB: 41.7°F Heat loss: 13340 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22420 Btuh 168% of load Capacity balance: 29 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 3.5 kW 88% of load Temp. rise: 13 OF Meets all requirements of ACCA Manual S. wrightsoft- 2018-Jul-24 12.05 30 w....- Right-Sude® Universal 2018 18.0.13 RSU24011 Page 2 14CC " . ookeAnaslasiaGL%Lo184ThornbrookeAnaslasiaGL rup Calc = MJ8 House laces: W 1 DEL -AIR Component Constructions Job: Lot84ThornbrookeAnast... p Date: 7/24/18 ttEAMG - lull CONOrr IMe. Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407.333.3853 Web: WWW DEL-AIR.COM For: Taylor Morrison 459 ROCKY GROVE LANE, FL Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 280N Outdoor: Heating Dry bulb (OF) 42 Daily range (OF) - Wet bulb (OF) - Wind speed (mph) 15.0 Construction descriptions Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M) Method 76 Construction quality 7.5 Fireplaces Walls 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board ini fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco exi, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Heating Cooling 70 75 28 18 30 50 1.5 46.4 Simplified Average 0 Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain II' BNh/ft'-"F ft'-'FBluh Btuh/ft' Btu Btuh/II1 Btu n 461 0.091 13.0 2.58 1186 2.34 1079 e 200 0.091 13.0 2.58 515 2.34 469 s 470 0.091 13.0 2.58 1209 2.34 1100 w 240 0.091 13.0 2.58 618 2.34 562 all 1370 0.091 13.0 258 3528 2.34 3210 n 470 0.201 0 5.69 2671 4.35 2044 e 158 0.201 0 5.69 897 4.35 686 s 470 0.201 0 5.69 2675 4.35 2046 sw 24 0.201 0 5.69 134 4.35 102 w 51 0.201 0 5.69 292 4.35 223 all 1172 0.201 0 5.69 6668 4.35 5101 e 29 0.032 30.0 0.91 26 2.38 69 223 0.091 13.0 2.58 575 1.44 322 Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vni Irm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e overhang (5 ft window ht, 1 It sep.); 6.67 ft head ht e s w all 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht all 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 It overhang (8 ft window ht, 0 It sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 ft overhang (3 ft window ht, 1 It sep.); 6.67 ft head ht 30 0.340 0 9.62 289 10.6 317 30 0.340 0 9.62 289 30.4 911 40 0.340 0 9.62 385 30.4 1214 15 0.340 0 9.62 144 10.8 162 30 0.340 0 9.62 289 30.4 911 145 0 340 0 9.62 1395 24.2 3515 39 0.340 0 9.62 374 106 411 58 0.340 0 962 561 30.4 1769 97 0.340 0 9.62 935 22.4 2180 64 0.580 0 16.4 1050 16.8 1078 6 0.340 0 9.62 58 10.6 63 wrightsoft- 2018-Jul-24 12 05 30 1 . ,,.•, r.w., _.,,_r Right-Suile® Universal 2018 18 0 13 RSU24011 Page I 00keAnastasiaGL\Lo184ThornbrookeAnastasiaGL rup Calc = MJ8 House laces W 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 5 0.340 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, s 19 0.340 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 ft overhang (6.25 ft window ht, 11.67 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type sw 23 0.390 n 21 0.390 all 43 0.390 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1483 0.026 gypsum board int fnsh Floors 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 13 0.050 22A-tpl: Bg floor, light dry soil, on grade depth 148 0.989 wrightsoft Right -Suite® Universal 2018 18.0.13 RSU24011 00keAnaslasiaGL\Lol84ThornbrookeAnaslasiaGL.rup Calc = MJ8 House faces W 0 9.62 48 12.2 61 0 9.62 185 12.2 234 0 11.0 250 12.0 272 0 11.0 228 12.0 248 0 11.0 478 12.0 520 38.0 0.74 1091 1.41 2091 19.0 1.41 18 0.71 9 0 28.0 4140 0 0 2018-Jul-24 12:05:30 Page 2 1 DEL -AIR Component ConstructionsM HUTIrt6.111RCOMM11o1010 ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot84ThornbrookeAnast... Date: 7124/18 By: JA Project• For: Taylor Morrison 459 ROCKY GROVE LANE, FL Design C• Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (IF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain h' Bmh/ft'-•F n'-•FIBah Btuh/h' Btu Btuhm= Btuh Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 470 0.201 0 5.69 2671 4.35 2044 board int fnsh a 158 0.201 0 5.69 897 4.35 686 s 470 0.201 0 5.69 2675 4.35 2046 sw 24 0.201 0 5.69 134 4.35 102 w 51 0.201 0 5.69 292 4.35 223 all 1172 0.201 0 5.69 6668 4.35 5101 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" a 29 0.032 30.0 0.91 26 2.38 69 gypsum board Int fnsh Partitions 12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board Int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low-e ouir, air gas, vni frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It e overhang (6.3 ft window ht, 11.67 It sep.); 6.67 ft head ht all 2A-2omd: 2 glazing, clr low-e outr, air gas, mil no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32), 10.67 It overhang (8 ft window hl, 0 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, clr low-e outs, air gas, vnl frm mat, cir innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium; 1 It overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (6.25 It window ht, 11.67 ft sep.); 6.67 It head ht 223 0.091 13.0 2.58 575 1.44 322 39 0.340 0 9.62 374 10.6 411 58 0.340 0 9.62 561 30.4 1769 97 0 340 0 9.62 935 22.4 2180 64 0.580 0 16.4 1050 16.8 1078 5 0.340 19 0.340 Doors 11 DO: Door, wd sc type sw 23 0.390 n 21 0.390 all 43 0.390 4k wrightsoft- Right•Sude® Universal 2018 18.0 13 RSU24011 ookeAnastasiaGL\Lot64ThornbrookeAnastasiaGL.rup Calc = MJ8 House laces: W 0 9.62 48 12.2 61 0 9.62 185 12.2 234 0 11.0 250 12.0 272 0 11.0 228 12.0 248 0 11.0 478 12.0 520 2018-Jul-24 12 05 30 Page 3 Ceilings 1613-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceiI ins, 1/2" 13 0.026 gypsum board int fnsh Floors 22A-Ipl: Bg floor, light dry soil, on grade depth 148 0 989 t -Fk wrightsoft- Right-Suile® Universal 2018 18.0.13 RSU24011 ICC "..00keAnastasiaGL\Lol84ThornbrookeAnaslasiaGL.rup Calc = MJ8 House laces. W 38.0 0.74 10 1.41 19 0 28.0 4140 0 0 2018-Jul-24 12 05 30 Page 4 Component Constructions Job: Lot84ThornbrookeAnastDELAIRse: 7//24/18 ahu y ... DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW.DEL-AIR.COM For: Taylor Morrison 459 ROCKY GROVE LANE, FL Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (IF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 ( M) Method Simplified Wet bulb (IF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/hl.*F 112-•FBtuh Bluh/ft' Btu Btuh/ft' Btu Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 461 0.091 13.0 2.58 1186 2.34 1079 fnsh, 2"x4" wood frm, 16" o.c stud a 200 0.091 13.0 2.58 515 2.34 469 s 470 0.091 13.0 2.58 1209 2.34 1100 W 240 0.091 13.0 2.58 618 2.34 562 all 1370 0.091 13.0 2.58 3528 2.34 3210 Partitions none) Windows 2A-2ov- 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk, NFRC rated (SHGC=0.31), 50% drapes, medium; 1 ft e overhang (5 ft window ht, 1 ft sep.), 6.67 ft head ht e s w all 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl firm mat, clr innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium, 1 ft overhang (3 ft window ht, 1 ft sep.), 6.67 ft head ht Doors none) Ceilings 16B-38ad Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int fnsh Floors 20P-191: Flr floor, frm fir, 12" thkns, r-19 cav Ins, gar ovr 30 0.340 0 9.62 289 10.6 317 30 0.340 0 9.62 289 30.4 911 40 0.340 0 9.62 385 30.4 1214 15 0.340 0 9.62 144 10.8 162 30 0.340 0 9.62 289 30.4 911 145 0.340 0 9.62 1395 24.2 3515 6 0.340 0 9.62 58 10.6 63 1469 0.026 38.0 0.74 1081 1.41 2072 13 0.050 19.0 1.41 18 0.71 9 wrightsoft- 2018-Jul-24 12 05 30 ACCA Right -Suite® Universal 2018 18 0 13 RSU24011 Page 5 00keAnastasiaGL\Lo184ThornbrookeAnaslasiaGL rup Calc = MJ8 House faces W Project Summary Job: Lot84ThornbrookeAnastjQDEL—AIR ... Date: 7/24/18 HEATING - AMCONUfT M11 Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD• FL 32771 Phone 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Tayylor Morrison 459 ROCKY GROVE LANE, FL Notes: 6/4/2014 FJF RVSD 2/1/16 JA LS 3/8/16 LS 6/21/16 JA Desi-qn Information LS 9/21/17 JA LS 3/24Y" Ar: Orlando Intl AP, FL, US Winter Design 04ANA A Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 25907 Btuh Structure 24058 Btuh Ducts 7202 Btuh Ducts 11007 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces 0 Btuh 0 Btuh 33109 Btuh Simplified Average 0 Heating CoolingzArea (ft) 2 2 Volume (ft3) 26938 26938 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 184 94 Heating Equipment Summary Make n/a Trade n/a Model n/a AH R I ref. n/a Efficiency n/a Heating input Heating output 0 Btuh Temperature rise 0 OF Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Space thermostat n/a Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 35066 Btuhsensible Latent Cooling Equipment Load Sizing Structure 4165 Btuh Ducts 2225 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 6390 Btuh Equipment Total Load (Sen+Lat) 41456 Btuh Req. total capacity at 0.70 SHR 4.2 ton Cooling Equipment Summary Make n/a Trade n/a Cond n/a Coil n/a AHRI ref. n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 wri91-i sof[- 2018-Jul-24 12 05:30 Right -Suite® Universal 2018 18 0 13 RSU24011 Page 14CCkookeAnaslasiaGL\Lo184ThornbrookeAnastasiaGL rup Calc = MJ8 House laces: W Project Summary Job: Lot84ThornbrookeAnast11DEL-AIR ... Date: 7/24/18 NEATING•AMCOMMMIING ahu 1 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax. 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 459 ROCKY GROVE LANE, FL Notes: 6/4/2014 FJF RVSD 2/1/16 JA LS 3/8/16 LS 6/21/16 JA Design Information LS 9/21/17 A LS 3/2 "t Ar: Orlando Intl AR FL, US Winter Design 04AW Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range Relative humidity Moisture difference Heating Summary Structure 16863 Btuh Ducts 2905 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 19768 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Coolin g Area (ft2 146g 146g Volume (ft3) 13715 13715 Air changes/hour 0.39 0.20 Equiv. AVF (cfm) 89 45 Heating Equipment Summary Make Lennox Trade MERIT Model 14H P X-024-230-19 AH R I ref 10258598 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 39 OF 8.5 HSPF 21800 Btuh @ 47°F 24 OF 840 cfm 0.042 cfm/Btuh 0.30 in H2O Backup: Input = 6 kW, Output = 19768 Btuh, 100 AFUE M 50 % 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 14249 Btuh Ducts 4246 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 18495 Btuh Latent Cooling Equipment Load Sizing Structure 2626 Btuh Ducts 839 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3465 Btuh Equipment Total Load (Sen+Lat) 21960 Btuh Req. total capacity at 0.75 SHR 2.1 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-024-230-19 Coil CBA27UHE-024-230'++TDR AH R I ref 10258598 Efficiency 13.5 EER, 16 SEER Sensible cooling 18900 Btuh Latent cooling 6300 Btuh Total cooling 25200 Btuh Actual air flow 840 cfm Air flow factor 0.045 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrigF tsoft^ 2018-Jul-24 12:05.30 Right -Suite® Universal 2018 18 0 13 RSU24011 Page 2 ACCA . ookeAnastasiaGL\Lot84ThornbrookeAnastasiaGL rup Calc = MJ8 House faces W Project Summary Job: Lot84ThornbrookeAnast DEL AIR alhu 2 By: JA4/18 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407.333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 459 ROCKY GROVE LANE, FL Notes: 6/4/2014 FJF RVSD 2/1/16 JA LS 3/8/16 LS 6/21/16 JA Design Information LS 9/21/17A LS 3/2 "t Ar: Orlando Intl AR FL, US Winter Design 'ItHAN A Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 9044 Btuh Ducts 4296 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 13340 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heatingg Coolingg Area (ft2) 1115 1115 Volume (ft3) 13223 13223 Air changes/hour 0.43 0.22 Equiv. AVF (cfm) 96 49 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-024-230-19 AH R I ref 10258598 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 29 OF Backup: Sensible Cooling Equipment Load Sizing Structure 9809 Btuh Ducts 6761 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 16570 Btuh Latent Cooling Equipment Load Sizing Structure 1539 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh pone) Equipment latent load 2925 Btuh Equipment Total Load (Sen+Lat) 19496 Btuh Req. total capacity at 0.75 SHR 1.8 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-024-230-19 Coil CBA27UHE-024-230'++TDR AH R I ref 10258598 8.5 HSPF Efficiency 13.5 EER, 16 SEER Sensible cooling 18900 Btuh 21800 Btuh @ 47°F Latent cooling 6300 Btuh 24 OF Total cooling 25200 Btuh 840 cfm Actual air flow 840 cfm 0.063 cfm/Btuh Air flow factor 0.051 cfm/Btuh 0.30 in H2O Static pressure 0.30 in H2O Load sensible heat ratio 0.85 Input = 3 kW, Output = 11784 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jul-24 12 05 30 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 3 00keAnaslasiaGL\Lol84ThornbrookeAnastasiaGL rup Calc = MJ8 House laces: W DEL --AIR Right-JO Worksheet Hurim-=camnams Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web WWW DEL-AIR.COM Job: Lot84ThornbrookeAnastasi... Date: 7/24/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 316 9 It 9.2 it 2939.3 f12 ahu 1 147.9 It 9.3 Il 1470.0 112 Ty Construction number U-value Bluh/112-"F) Or HTM Btuh/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 Heal Cool 6 V)I G 12C-0sw 2A-2ov 0.091 0.340 n n 2.58 9.62 2.34 10.58 491 30 461 0 1186 289 1079 317 0 0 0 0 0 0 0 0 j C 13A-2ocs 2A-2ov 0.201 0.340 n n 5.69 9.62 4.35 10.58 508 39 470 0 2671 374 2044 411 508 39 470 0 2671 374 2044 411 11 V,12C-0sw 2A-2ov 28-21v 0.091 0.340 0.340 a a a 2.5B 9.62 9_62 5 69 16.41 9.62 2.34 30.36 30.36 4.35 16.85 30.36 270 30 40 200 0 0 515 289 385 469 911 1214 0 0 0 0 0 0 0 0 0 0 0 0 Ti13A-2ocs 2A-2omd 2A-2ov 0.26 0.580 0.340 e a a 280 64 58 158 64 0 697 1050 561 686 1078 1769 260 64 58 158 64 0 897 1050 561 686 1078 1769 W I SA- 30ad 0t2 291 23D 29 29 2li 69 29 29 26 69 12C-0sw 2A-2ov 2A-2ov 0.091 0.340 0.340 s s s 2.58 9.62 9.62 2.34 10.58 10.77 491 6 15 470 6 13 1209 58 144 1100 63 162 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 0.201 0390 0.091 Q340, s s s 5.69 9.62 9.62 4.35 12.15 12.15 494 5 19 470 0 0 2675 48 185 2046 61 234 494 5 19 470 0 0 2675 48 185 2046 61 234 Vj/ 0 13A-2ocs 1100 12C-0sw 2A-20v sw sw w w 5.69 11.04 4.35 11.99 46 23 24 23 134 250 618 289 102 272 562 911 223 46 23 24 23 134 250 102 272 0 0 223 2.58 9.52 2.34 3036 270 30 240 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 5.69 4.35 51 51 292 51 51 292 PII -- D_ 12C-0sw 110D 0.091 0.390 2.58 1.1.04 0.74 1.44 11.9921 1.41 244 1483 223 21 1483 575 228 1091 322 248 2091 244 21 13 223 21 13 575 228 10 322 248 19C16B-38ad 0.026 n_ F 20P_19! 0.050 1.41 0.71 13 13 1$ 9 0 0 0 0 F 22A-tpl 0_989 27.99 0.00 1470 148 4140 0 1470 148 4140 0 6 c) AED excursion 0 0 Envelope loss/gain 20196 18454 14116 9584 12 a) Infiltration b) Room ventilation 5711 0 1809 0 2747 01 870 0 13 Internal gains. Occupants @ 230 Appliances/other 6 1380 2415 6 1380 2415 Subtotal (lines 6 to 13) 25907 24058 16863 14249 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 28% 46% 0 0 0 25907 7202 0 0 0 24058 11007 17% 30°/ 0 0 0 16863 2905 0 0 0 14249 4246 Total room load Air required (cfm) 33109 1680 35066 1680 19768 840 t8495 840 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed 4&- 2018-Jul-2412:05:30 IGCA _ __ Right -Suite® Universal 2018 18 0 13 RSU24011 Page t 00keAnastasiaGL\Lol84ThornbrookeAnastasiaGL rup Calc = MJ8 House laces: W DEL -AIR Right-M Worksheet HUT=-'n"m'° Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web WWW DEL-AIR.COM Job: Lot84ThornbrookeAnastasi... Date: 7124/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 2 169.0 It 9.0 it 1469.3 Itz Ty Construction number U-value Btuh/IIZ•F) Or HTM Btuh/fig Area (fig or perimeter (it) Load Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VI/ l-G 12C-Osw 2A-2ov 0.091 0.340 n n 2.58 9.62 234 10.58 491 30 461 0 1186 289 1079 317 13A-2ocs 2A-2ov 0.201 0.340 n n 5.69 9.62 4.35 10.58 0 0 0 0 0 0 0 0 11 12C-Osw 2A-2ov 2B-21v 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 30.36 30.36 270 30 40 200 0 0 515 289 385 469 911 1214 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 a a a 5.69 16.41 9.62 4.35 16.85 30.36 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30ad 12C-Osw 2A-2ov 2A-2ov 0_032 0.091 0.340 0 340 a s s s 0 % 2.58 9.62 9.62 2.34 10.58 10.77 491 6 15 470 6 13 1209 58 144 1100 63 162 L-G13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 s s s 5.69 9.62 9.62 4.35 12.15 12.15 0 0 0 0 0 0 0 0 0 0 0 0 W 0 13A-2ocs 11 DO 0.201 0.390 sw sw 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 12%- w 2A-2ov 0.091 9_34Q w w 2.58 9.62 2.34 30.36 270 30 240 0 618 289. 562 911 W 13A-2ocs 0.201 w 5 69 4 35 0 0 0 0 PI D. 12C-0sw 1.1 DO 16B-38ad 0.091 0.390 2.58 11.04. 0.74 1.44 11.99 1.41 0 0 0 0 0 0 1081 0 0 C 0.026 n_ 1469 1469 2072 F 20P-19t Q_03Q 0_989 1.41 0.71 13 13 18 9 F 22A-td 27.99 0_ao 0 0 0 0 6 c) AED excursion 0 Envelope loss/gain 6080 8870 12 a) Infiltration b) Room ventilation 2964 0 939 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 Subtotal (lines 6 to 13) 9044 9809 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 489/6 699/. 0 0 0 9044 4296 0 0 0 9809 6761 Total room load Air required (cim) 1&00 840 16570 840 Calculations aoDroved by ACCA to meet all reouirements of Manual J 8th Ed t+#- wrigF tsoit^ 2018-Jul-2412:05:30 AGCA - Right -Suite® Universal 2018 18 0 13 RSU24011 Page 2 00keAnaslasiaGL\Lol84ThornbrookeAnastasiaGL.rup Calc = MJ8 House faces: W DEL --AIR Right-J® Worksheet IMTI0-AMt, ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW DEL -AIR COM Job: Lot84ThornbrookeAnaslasi... Date: 7/24/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 1 147.9 it 9.3 It 1470.0 It2 mstr rm 42.0 It 9.3 It heal/cool 17.0 x 15.5 It 263.5 ft2 Ty Construction number U-value B1ulVlt2-'F) Or HTM 131ul/It2) Area (ft2) or perimeter (it) Load Btuh) Area (119 or perimeter (It) Load Bluh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 Vr12C-Osw G 2A-2ov 0.091 0.340 n n 0.00 0.00 000 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ I 13A-2ocs 2A-2ov 0.201 0 340 n n 5.69 9.62 4.35 10.58 508 39 470 0 2671 374 2044 411 89 0 89 0 504 0 386 0 11 V,12C-Osw 2A-2ov 2B-21v 0.091 0.340 0.340 a a a 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-2ov 0 201 0 580 0 340 a a a 5.69 16.41 9.62 4.35 16.85 30.36 280 64 58 158 64 0 897 1050 561 686 1078 1769 145 0 58 86 0 0 491 0 561 376 0 1769 W 16A-aQ 0_032 e_ 0_91 2¢ 69 29 29 26 69 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 s s s 000 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V)I I; C 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 s s s 5 69 9.62 962 435 1215 12.15 494 5 19 470 0 0 2675 48 185 2046 61 234 159 0 0 159 0 0 902 0 0 690 0 0 Y---D 13A-2ocs 11D0 0.201-SW 0.390 sw 5.69 11.04 435 11.99 46 23 24 23 134 250 102 272 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 0.091 0 340 0.201 W w w 0.110 0_00 5.69 0.00 OAO 4.35 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 W 13A-2ocs 51 51 292 223 0 0 0 0 PI - U- 12C-Osw 1.1 DO 16B-38ad 0.091 0.390 2.58 11.04 0.74 1.44 11.99 1.41 244 21 13 223 21 13 575 228 10 322 248 19 0 0 0 0 0 0 0 0. 0 0 C 0 026 n_ 0 0 FP1 a( 0O50 0,989 QQQ 0.00 0 0 0 0 0 0 0 0 F 22A-Id 27.99 0_00 1470 148 4140 0 264 42 1176 0 6 c) AED excursion 0 428 Envelope loss/gain 1 14116 9584 3660 1 3718 12 a) Infiltration b) Room ventilation 2747 0 870 0 820 0 260 0 13 Internal gains: Occupants @ 230 Appliances/other 6 1380 2415 1 230 600 Subtotal (lines 6 to 13) 16863 14249 1 4480 4807 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 17% 1 30% 0 0 0 16863 2905 0 0 0 14249 4246 17% 309/6 1 0 0 0 4480 772 0 0 0 4807 1433 Total room load Air required (cfm) 19768 8401 18495 840 5252 223 6240 283 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed 4- 2018-Jul-24 12 05 30 Right-SudeO Universal 2018 18 0 13 RSU24011 Page 3 ookeAnastasiaGL\Lol84ThornbrookeAnastasiaGL.rup Calc = MJ8 House laces- W 1 DEL -AIR Right-J® Worksheet HUT=-= ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333.2665 Fax: 407-333-3853 Web. WWW.DEL-AIR.COM Job: Lot84ThornbrookeAnastasi... Date: 7/24/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr bth 12.0 It 9.3 it heat/cool 120 x 8.0 It 96.0 112 msir wic 0 it 9.3 It heat/cool 65 x 7.5 1t 48.8 f12 Ty Construction number U-value Blult/IIL*F) Or HTM Btuh/It2) Area (ftq or perimeter (11) Load Bluh) Area (Ili or perimeter (II) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VI/ G 12C-Osw 2A-2ov 0.091 0.340 n n 0.00 0.00 0.00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 0.201 0.340 n n 5.69 9.62 435 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 V,12C-Osw 2A-2ov 2B-21v 0.091 0.340 0.340 a a e 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 a a a 5.69 16.41 9.62 4.35 16.85 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-308d 0_032 a 0.91 2.38 0 0 0 0 0 0 0 0 12C-0sw 2A-2ov 2A-2ov 0.091 0.340 0 340 5 s s 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 s s s 5.69 9.62 9.62 4.35 12.15 12.15 112 0 0 112 0 0 637 0 0 487 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 11 DO 0.201 0.390 sw sw 5.69 11 04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-0sw 2A-2ov 13A-2ocs 0.091 0W 0.201 w w w 0.00 0_00 5.69 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4.35 0 0 0 0 0 0 0 0 P L-D_ 12C-0sw it DO 16B-38ad 0.091 0.390 0.026 2 2.58 11.04 0.74 1.44 11.99 1.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0C F 20P-191 O.OSsg 0_QO0_09 0 0 0 0 0 0 0 0 F 22A-Id 0_989 27.99 0.00 96 12 336 0 49 0 0 0 6 c) AED excursion 28 0 Envelope loss/gain 973 459 0 0 12 a) Infiltration b) Room ventilation 218 0 69 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 5 Subtotal (lines 6 to 13) 1191 528 0 5 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 17% 309% 0 0 0 1191 205 0 0 0 528 157 17°/, 1 309% 0 0 0 0 0 0 0 0 5 1 Total room load Air required (clm) 1396 59 685 31 0 0 6 0 Calculations approved by ACCA to meet all reoulrements of Manual J 8th Ed 4&- 2018-Jul-24 12:05.30 AGCA - ' . Right -Suite® Universal 2018 18.0.13 RSU24011 Page 4 ookeAnastasiaGL\Lot84ThornbrookeAnaslasiaGL rup Calc = MJ8 House laces W DEL --AIR Right-J® Worksheet r¢m>xa•°° C=NnWMM ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407.333-3853 Web WWW DEL -AIR COM Job: Lot84ThornbrookeAnastasi... Date: 7/24/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr we 0 It 9.3 It heat/cool 5.5 x 3.5 it 19.3 flz study 21.0 it 9.3 It heat/cool 1.0 x 146.5 it 146.5 Ilz Ty Construction number U-value Btuh/ItZ°F) Or HTM Etuf1/It2) Area (Ilq or perimeter (It) Load Btuh) Area (I12) or perimeter (it) Load Btuh) 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 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W l 13A-2ocs 2A-2ov 0.201 0.340 n n 569 9.62 4.35 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W I G 12C-Osw 2A-2ov 28-20 0.091 0.340 0.340 a a a 0.00 0.00 0.00 Rib 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CC' 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 a a a 5.69 16.41 9.62 4.35 16.85 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 1 -39ad Q k32 a 9_91 2.3$ 0 0 0 0 0 0 0 0. 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 s s s 0.00 0.00 0.00 0.00 000 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L213A- 2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 s s s 5.69 9.62 9.62 4.35 12.15 12.15 0 0 0 0 0 0 0 0 0 0 0 0 145 0 19 125 0 0 713 0 185 545 0 234 yl D 13A-2ocs 11 DO 0.201 0.390 sw sw 5.69 11.04 4.:5 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C 00sw2A 0.091 0.340 w w 0.00 0.00 0.00 0-w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 51 51 292 223 PI D- 12C-Osw it DO 168-38ad 0.091 0.390 0.026 n_ 2.58 11.04 0.74 1.44 11.99 1.41 0 0 0 0 0 0 0 0 0 0-0-0-0 0 0 0 0 0 0 0 0C000 F 20P-1Q( 0.0$0 Q_Q9 0_00 0 0 0 0 0 Q 0 0 F 22A-tpl 0_989 27.99 0.00 19 0 0 0 147 21 588 0 6 c) AED excursion 0 2 Envelope loss/gain 0 01 17781 1005 12 a) Infiltration b) Room ventilation 0 0 0 0 382 0 121 0 13 Internal gains, Occupants @ 230 Appliances/other 0 0 5 0 0 0 Subtotal (lines 6 to 13) 0 5 2160 1126 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 170/6 309/6 1 0 0 0 0 0 0 0 0 5 1 17"/ 1 301/ 0 0 0 2160 372 0 0 0 1126 336 Total room load Air required (cfm) 0 0 6 0 1 2532 108 1462 66 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed 4&- 2018-Jul-24 12 05:30 AGCA Righl-Suite® Universal 2018 18.0.13 RSU24011 Page 5 ookeAnaslasiaGL\Lol84ThornbrookeAnastasiaGL rup Calc = MJ8 House laces W R DEL -AIR Right-J® Worksheet Q,TM-=60AOr OKM ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407-333-3853 Web, WWW.DEL-AIR COM Job: Lot84ThorntorookeAnastas! Date: 7/24/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ulil 40 It 9. 3 it heaUcool 4. 0 x 11.5 It 46. 0 ftz pwdr 4. 0 it 9 3 it heat/cool 4. 0 x 11.5 It 46. 0 112 Ty Construction number U- value Bluh/ Wl 'F) Or HTM Btuh/ fig Area ( 119 I or perimeter (it) Load Btuh) Area ( fig or perimeter (it) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 Vr12C-Osw G 2A-2ov 0. 091 0 340 n n 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j 13A-2ocs 2A- 2ov 0201 0 340 n n 5. 69 962 4. 35 10. 58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 tl12C- Osw 2A- 2ov 2B- 2fv 0. 091 0. 340 0. 340 a a a 0. 00 0. 00 0. 00 0. 00 0. GO 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GG 13A- 20cs 2A- 2omd 2A- 2ov 0. 201 0. 580 0. 340 a a a 5. 69 16. 41 9. 62 4 35 16 85 3036 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 16A- 0_032 0. 091 0. 340 0. 340 a Q 91 238 0 0 0 0 0 0 0 0 ll 22A-2ov 12C- 0sw 2A- 2ov s s s 0. 00 0. 00 000 0. 00 0. 00 000 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- 2ov 2A- 2ov 0. 201 0. 340 0. 340 s s s 5. 69 9. 62 9. 62 4. 35 12. 15 12. 15 37 0 0 37 0 0 212 0 0 162 0 0 37 5 0 32 0 0 184 48 0 141 61 0 V r 0 13A- 2ocs 11 DO 12C- Osw 2A- 2ov 0. 201 0. 390 0. 091 0. 340 sw sw 5. 69 11. 04 4. 39 11. 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t- w w 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 P 12C-0sw it Do 16B- 38ad 0. 091 0. 390 0. 026 n_ 2. 58 11, 04 0. 74 1. 44 11. 99 1. 41 0 G 0 0 0 0 0- 0-0-0-0-0 0 0 0 0 0 0 C 0 0 0 0 0 0 F 20P-191 0_0 0_00 27. 99 0. 00 Q Q 0 Q Q 0 0 0 F 22A_tpl 0.989 0.00 46 4 112 0 46 4 112 0 6 c) AED excursion 40 4 Envelope loss/gain 324 1221 344 206 12 a) Infiltration b) Room ventilation 73 0 23 0 73 0 23 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 600 0 0 0 Subtotal ( lines 6 to 13) 397 745 417 229 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 17% 30% 0 0 0 397 68 0 0 0 745 222 17"/ 1 30/6 0 0 0 417 721 0 0 0 229 68 Total room load Air required (cfm) 465 20 968 44 488 21 297 13 Calculations aDDroved by ACCA to meet all reouirements of Manual J 8th Ed f w2018-Jul-24 12:05:30 Right-Sude® Universal 2018 18 0 13 RSU24011 Page 6 ookeAnastasiaGL\Lo184ThornbrookeAnastasiaGL. rup Calc = MJ8 House laces: W 1' DEL -AIR Right-J® Worksheet 1=T= - =1 ah u 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333-2665 Fax 407-333-3853 Web WWW.DEL-AIR COM Job: Lot84ThornbrookeAnastasi... Date: 7124/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area family rm 35 0 It 9.3 it heal/cool 20.5 x 14.5 It 297.3 112 dining rm 10.0 it 9.3 It heal/cool 1.0 x 210.0 It 210.0 112 Ty Construction number U-value Btuh/ft2-'F) Or HTM Btuh/fig Area (fig or perimeter (it) Load Btuh) Area (fig or perimeter (It) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y! L _G 12C vv 2A-2ov 0.091 0.340 n n 000 000 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VIJ L-G 13A-2ocs 2A•2ov 0.201 0 340 n n 5.69 9.62 4.35 10.58 191 0 191 0 1098 0 832 0 93 39 54 0 310 374 237 411 11 U 12C-Osw 2A-2ov 2B-21v 0.091 0.340 0.340 a a a 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 a a a 5.69 16.41 9.62 4.35 16.85 30.36 135 64 0 71 64 0 405 1050 0 310 1078 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30gd 0 32 0_91 2.38 0 0 0 0 0 0 0 0. V)/ 12C-Osw 2A-2ov 2A-20v 0.091 0.340 0.340 5 s s 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 s s s 5.69 9.62 9.62 4.35 12.15 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-D 13A-2ocs 11 DO 0.201 0.390 sw sw 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ G 12C-Osw 2A-2ov 0.091 Q.340 w w 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 P D_ 12C-Osw 11 DO 16B-38ad 0.091 0.390 0.026 n_ 2.58 1.1.04 0.74 1.44 11.99 141 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 C 0 0 0 0 F 20P•1g1 Q50= 0.00 000 0 0 0 0 0 0 0 0 F 22A-ld 0.989 27.99 0.00 297 35 980 0 210 10 280 0 6 c) AED excursion 170 48 Envelope loss/gain 3524 2050 963 600 12 a) Infiltration b) Room ventilation 636 0 202 0 182 0 58 0 13 Internal gains. Occupants 9 230 Appliances/other 4 920 0 1 230 0 Subtotal (lines 6 to 13) 4160 3172 1145 888 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 17% 300/0 0 0 0 4160 717 0 0 0 3172 945 171/ 30% 0 0 0 1145 197 0 0 0 888 265 Total room load Air required (clm) 4877 207 4117 187 1343 57 1153 52 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed rkF 2018-Jul-24 12 05 30 Right-Sude® Universal 2018 18.0.13 RSU24011 page 7 ookeAnastasiaGL\Lo184ThornbrookeAnaslasiaGL rup Calc = MJ8 House faces: W DEL --AIR Right-M Worksheet HUT=-=CUMOMMM ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR COM Job: Lot84ThornbrookeAnastasi... Date: 7/24/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area pantry 0 It 9.3 It heal/cool 6.0 x 3.5 it 21 0 112 kitchen 19.9 It 9.3 It heat/cool 1.0 x 275.8 It 275.8 flz Ty Construction number U-value Bluh/ItZ'F) Or HTM BIuIVftz) Area (119 or perimeter (It) Load Btuh) Area (Ili or perimeter (It) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vr12C-Osw G 2A-2ov 0.091 0.340 n n 0.00 000 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vll I-G 13A-2ocs 2A-2ov 0.201 0.340 n n 569 9.62 4.35 10.58 0 0 0 0 0 0 0 0 135 0 135 0 770 0 589 0 11 yl l G 12C-Gsw 2A-2ov 2B-21v 0.091 0.340 0.340 e a a 000 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 a a a 5.69 16.41 9.62 4.35 16.85 30.36 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 1 GA -30ad 0_032 0.091 0.340 0.340 a S s s 0_91 0.00 0.00 0.00 2_38 0.00 000 000 0 0 o q 0 0 0 0 V+/ 12C-Osw 2A-2ov 2A-2ov 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L_{ C j G T--G 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 s s s 5.69 9.62 9.62 4.35 12.15 12.15 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 0 27 0 0 20 0 0 jr---D 13A-2ocs 11DO 0.201 0_390 sw sw 5.69 11.04 4.35 1199 0 0 0 0 0 0 0 0 46 23 24 23 134 250 102 272 12C-Osw 2A•2ov 0.091 0_ w w_ 0.00 0 00 0.00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q W 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 PII __ D- 12C-Osw 1J DO 16B-38ad 0.091 0.390 0.026 n_ 2.58 11.04 074 1.44 11.99 1.41 0 0 0 0 0 0 0 0 0 244 21 223 21 13 575 228 10 322 248 19C00013 F F 20P-19t 22A-tpl Q0$0 0_00 27.99 0_00 0_00 0 21 0 0 0 0 0 0 Q 0 0_989 0 0 276 20 557 0 6 c) AED excursion 0 147 Envelope loss/gain 0 0 2550 1425 12 a) Infiltration b) Room ventilation 0 0 0 0 363 0 115 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 5 0 0 1200 Subtotal (lines 6 to 13) 0 5 2913 2739 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 17% 30% 0 0 0 0 0% 0 0 0 5 1 17% 1 30% 0 0 0 2913 502 0 0 0 2739 816 Total room load Air required (cfm) 0 0 6 0 3415 145 3556 161 Calculations aooroved by ACCA to meet all reouirements of Manual J 8th Ed r' I+_ 2018-Jul-24 12 05,30 ACC .. Righl-Suile® Universal 2018 16.0.13 RSU24011 Page 8 00keAnastasiaGL% Lot84ThornbrookeAnaslasiaGL rup Calc = MJ8 House laces: W DEL --AIR Right-M Worksheet HUTIM-=COM °= ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fax: 407.333-3853 Web WWW.DEL-AIR.COM Job: Lot84ThornbrookeAnastasi... Date: 7/24/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 2 169.0 It 90 it 1469.3 flz rm 2 39 5 It 9.0 It heat/cool 14.5 x 15.5 It 224.8 112 Ty Construction number U-value BtutVll?•F) Or HTM Bluh/Itq Area (Ilq or perimeter (It) Load Bluh) Area (I12) or perimeter (fl) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VjJ G 12C-Osw 2A-2ov 0.091 0.340 n in 2.58 9.62 2.34 10.58 491 30 461 0 1186 289 1079 317 86 0 86 0 220 0 200 0 W l-G 13A-2ocs 2A-2ov 0.201 0.340 n n 000 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W I{-G 12C-Osw 2A-2ov 2B-21v 0 091 0.340 0340 0.201 0.580 0.340 a a a 2.58 9.62 9_62 2.34 3036 30.36 270 30 40 200 0 0 515 289 385 469 911 1214 140 30 0 110 0 0 282 289 0 257 911 0 13A-2ocs 2A-2omd 2A-2ov a a a 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W t2- 12C-Osw 16A-30ad 2A-2ov 2A-2ov 0_032 0 091 0.340 0.340 e s s s 000 2.58 9.62 9.62 000 2.34 10.58 10.77 0 491 6 15 0 470 6 13 0 1209 58 144 0 1100 63 162 0 0 0 0 131 0 0 131 0 0 336 0 0 306 0 0 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 s s s 0.00 0.00 0 00 000 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W L- D 13A-2ocs 11 DO 0201 0.390 sw sw 0.00 000 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V r 12C-Osw 2A-2ov 0.091 0 340 w w 2.58 9_62 2.34 30_36 270 3Q 240 0 618 289 562 911 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 0.00 000 0 0 0 0 0 0 0 0 P D. 12C-Osw it DO 16B-38ad 0.091 0.390 0.026 n_ 0.00 0.00 0.74 000 0.00 1.41 0 0 1469 0 0 0 0 1081 0 0 2072 0 0 0 0 225 0 0 165 0 0 C 1469 225 317 F F 20P_19t 22A-Ipl O O50 1.41 0.71 13 13 18 9 0 0 0 0 0.989 000 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 56 Envelope loss/gain 6080 88701 1292 2046 12 a) Infiltration b) Room ventilation 2964 0 939 0 693 0 219 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 9044 9809 1985 2266 14 15 Less external load Less transler Redistribution Subtotal Ductloads 489/6 1 691% 1 0 0 0 9044 4296 0 0 0 9809 6761 480/6 59% 0 0 0 1985 943 0 0 0 2266 1562 Total room load Air required (cfm) 13340 840 16570 840 2928 184 3828 194 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed 4C- rk- 2018-Jul-24 12:05,30 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 9 00keAnastasiaGL\Lo184ThornbrookeAnastasiaGL rup Calc = MJ8 House faces: W Q DEL --AIR Right-J® Worksheet InTM - AM CMIMM li ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333.3853 Web: WWW DEL-AIR.COM Job: Lot84ThornbrookeAnastasi... Date: 7/24/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area b1h 2 9.0 It 9.0 It heat/cool 9.0 x 6.0 it 54.0 112 bth 3 - 11 5 It 9.0 it heal/cool 11.5 x 6.0 It 69.0 ftz Ty Construction number U-value Bluh/Ilz'F) Or HTM 131uh/Ilq Area (Ilq or perimeter (It) Load Bluh) Area (Its or perimeter (It) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 Vl/ C 12C-Osw 2A-2ov 0.091 0.340 a n 2.58 9.62 2.34 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl Lei 13A-2ocs 2A-2ov 0.201 0 340 n n 0.00 000 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 V l12C- Osw 2A-2ov 2B-21v 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 30.36 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 a a a 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30ad Q_032 0.00 Q_pQ 0 0 0 0 0 0 0 0 1 I--G I 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 s s s 2.58 9.62 9.62 2.34 10.58 10.77 81 6 0 75 6 0 193 58 0 176 63 0 104 0 0 104 0 0 267 0 0 243 0 0 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 s s s 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 0 13A-2ocs IIDO 0. 201 0. 390 sw sw 0. 00 0. 00 0. 00 0_ 00 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 V)/ - C_ W 12C- Osw 2A- 2ov 0. 091 0. 340 w w 2. 58 9. Q2 2. 3 4 30_ 36 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 w 0.00 0 0 0 0 0 0 0 0 P L- 0_ 12C- Osw 11 DO 16B- 38ad 0. 091 0. 390 0. 00 0. 00 074 0. 00 0. 00 1. 41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.026 r1_ 54 54 40 76 69 69 51 97 F 2QP_1 91 141 Q.71 0 0 0 0 0 0 0 0 F 22A-td 0_989 0_00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 42 47 Envelope loss/gain 291 273 317 293 12 a) Infiltration b) Room ventilation 158 0 50 0 202 0 64 0 13 Internal gains. Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 448 323 519 357 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 48% 699% 0 0 0 448 213 0 0 0 323 223 48% 69% 0 0 0 519 247 0 0 0 357 246 Total room load Air required (cfm) 662 42 546 28 766 48 603 31 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed f&- 2018-Jul•24 12 05,30 ACCA - Righl•Suile® Universal 2018 18.0. t3 RSU24011 Page 10 ookeAnaslasiaGL\ Lot84ThornbrookeAnastasiaGL rup Calc = MJ8 House faces W DEL -AIR Right-J® Worksheet HOT=-outCONO MIM ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407-333-3853 Web WWW.DEL-AIR.COM Job: Lot84ThornbrookeAnastasi... Date: 7/24/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 4 28.0 It 9.0 It heat/cool 14.0 x 14.0 It 196.0 Itz rm 3 wic 7.0 it 9.0 It heat/cool 9.5 x 5.0 it 47.5 112 Ty Construction number U-value BtutVltz •F) Or HTM Btuh/ftz) Area (Its or perimeter (II) Load Btuh) Area (It2) or perimeter (It) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL-C 12C-Osw 2A-2ov 0.091 0,340 n n 2.58 962 2.34 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 0.201 0.340 in n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 12C-Osw 2A-2ov 2B-21v 0.091 0.340 0 340 a a a 2.58 9.62 9.62 2.34 30.36 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-2ov 0.261 0.580 0.340 n a a 0.00 0.00 0.00 000 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-3Qad 12C-Osw 2A-2ov 2A-2ov 0032 0.091 0.340 0.340 a 0_00 0.00 0 0 0 0 0 0 s s s 2.58 9.62 9.62 2.34 10.58 10.77 126 0 15 111 0 13 286 0 144 260 0 162 18 0 0 18 0 0 46 0 0 42 0 0 13A-2ocs 2A-2ov 2A-20v 0.201 0.340 0.340 s s s 0.00 0.00 0.00 000 000 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 0 13A-2ocs 11 DO 0.201 0.390 sw sw 0.00 0_00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 0.091 0.340 w w 2.58 962 2.34 3036 126 15 111 0 286 144 260 455 45 0 45 0 116 0 105 0 W 13A-2ocs 0.201 w 0.00 000 0 0 0 0 0 0 0 0 P 12C-Osw D0 0.091 0.390 0.00 0.00 0.74 000 0.00 1.41 0 0 196 0 0 0 0 144 0 0 276 0 0 48 0 0 48 0 0 0 0. 67C L1 166-38ad 0.026 n_ 196 35 F 2OP-19 1.41 0.71 0 0 0 0 11 11 16 8 F 22A-Ipl 0_98! 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 10 30 Envelope loss/gain 1005 1404 213 192 12 a) Infiltration b) Room ventilation 491 0 156 0 123 0 39 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1496 1559 336 231 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 48% 1 69% 1 0 0 0 1496 711 0 0 0 1559 1075 480/6 699/6 1 0 0 0 336 60 0 0 0 231 159 Total room load Air required (cfm) 2207 139 2634 134 495 31 391 20 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed fk- wrigtitsoFt^ 2018-Jul-24 12 05 30 Right-SuileO Universal 2018 18 0 13 RSU24011 Page 11 00keAnastasiaGL\Lot84ThornbrookeAnastasiaGL.rup Cale = MJ8 House laces W DEL -AIR xuiom • m smmrI R Right-M Worksheet ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot84ThornbrookeAnastasi... Date: 7/24/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 3 24.0 It 9.0 it heat/cool 13.0 x 11.0 It 143.0 It2 loft 11.5 11 9.0 If heat/cool 11.5 x 11.0 it 126.5 II2 Ty Construction number U-value Btuh/flz•F) Or HTM Btuh/fig Area (fig or perimeter (it) Load Btuh) Area (fig or perimeter (ft) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T i 12C-Osw 2A-2ov 0.091 0.340 n n 2.58 9.62 2.34 10.58 117 0 117 0 301 0 274 0 104 30 74 0 189 289 172 317 v r--C 13A-2ocs A-2ov 0.201 0.340 n n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 12C-Osw 2A-2ov 28.21v 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 30.36 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0 340 a a a 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-3(Zad 0 032 a 0_00 00 0 0 0 0 0 0 0 0 V)I 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0 340 s s s 2.58 9.62 9.62 2.34 10.58 1077 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I-GG CGG 13A-2ocs 2A-2ov 2A-2ov 0201 0.340 0.340 s s s 0.00 0.00 0.00 000 000 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 0 13A-2ocs 11 DO 0.201 0.390 sw sw 0.00 0.00 000 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-Osw21NOs 0.091 0.040 w w 2.58 9.62 2.34 30 36 99 15 84 0 216 144 197 4$5 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 000 0.00 0 0 0 0 0 0 0 0 P 12C-Osw AllDO 168.38ad 0.091 0.390 0.00 0.00 0.74 000 0.00 1.41 0 0 143 0 0 0 0 105 0 0 0 0 0 0 0 0 0 0 C 0.026 n_ 143 202 127 127 93 178 F 20P,19t 0050 1.41 Q.71 1 1 2 1 0 0 0_ 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 91 85 Envelope loss/gain 769 1220 571 583 12 a) Infiltration b) Room ventilation 421 0 133 0 202 0 64 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1190 1353 773 647 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 480/6 69% 1 0 0 0 1190 565 0 0 0 1353 933 480/6 69% 1 0 0 0 773 367 0 0 0 647 446 Total room load Air required (cim) 1755 110 2286 116 1140 72 1093 55 Calculations aporoved by ACCA to meet all reauirements of Manual J 8th Ed fw 2018-Jul-24 12:05:30 Right-Suile® Universal 2018 16 0 13 RSU24011 Page 12 00keAnastasiaGL%Lol84ThornbrookeAnastasiaGL rup Calc = MJ8 House faces W DEL -AIR Right-J® Worksheet ImIrm • oa C01"mmu ah u 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOt84ThornbrookeAnastasi... Date: 7/24/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area open to below 35.0 it 9.0 It heat/cool 20.5 x 14.5 1t 297 3 It2 stairs 3.5 It 9.0 It heat/cool 1.0 x 311.3 it 311.3 Itz Ty Construction number LI-value Btu)Vflz°F) Or HTM Blut1/fig Area (Itg or perimeter (it) Load Bluh) Area (119 I or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VI/ C 12C-Osw 2A-2ov 0.091 0.340 n n 2.58 9.62 2.34 10.58 185 0 185 0 475 0 432 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 0.201 0 340 n n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Vj/ G 12C-0sw 2A-2ov 2B-2Iv 0.091 0.340 0 340 a a a 2.58 9.62 9.62 2.34 30.36 30.36 131 0 40 91 0 0 233 0 385 212 0 1214 0 0 0 0 0 0 0 0 0 0 0 0 TA13A- 2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 a a a 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 Q 0.00 09p 0 0 0 0 p 0 0 0 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 s s s 258 9.62 9.62 2.34 10.58 10.77 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 32 0 0 81 0 0 74 0 0 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 s s s 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VII 0 13A-2ocs 11 DO 0.201 0.390 sw sw 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W C 12C-0sw 2A-2pv 0.091 0.340 w w 2.58 9_62 2.34 30.36 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 W 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-0sw 11 DO 16B-38ad 0.091 0.390 0.00 0.00 0.74 0.00 0.00 1.41 0 0 297 0 0 297 0 0 219 0 0 0 0 0 0 0 0 229 0 0 439C0.026 11_ 419 311 311 F 20P-19t 0.050 1.41 Q.71 0 0 0 0 0 0 0 0 F 22A-td 0.989 0_00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 130 62 Envelope loss/gain 1312 2408 310 451 12 a) Inliltration b) Room ventilation 614 0 194 0 61 0 19 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1926 2602 372 471 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 48% 699/6 0 0 0 1926 915 0 0 0 2602 1794 48% 1 699% 0 0 0 372 176 0 0 0 471 324 Total room load Air required (cfm) 2840 179 4396 223 548 35 795 40 Calculations aooroved by ACCA to meet all reouirements of Manual J 8th Ed wrigF tso>Ft- 2018-Jul-2412:05.30 Right -Suite® Universal 2018 18 0 13 RSU24011 Page 13 ookeAnaslasiaGL\Lol84ThornbrookeAnaslasiaGL.rup Calc = MJ8 House laces. W DELAIR Duct System Summary Job: Lot84ThornbrookeAnast... Date: 7/24/18 Hunan - wn catlantaima ahu 1 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM For: Taylor Morrison 459 ROCKY GROVE LANE, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.148 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.148 in/100ft 840 cfm 162 ft Supply Branch Detail Table 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 dining rm h 1343 57 52 0.196 6.0 Ox 0 VIFx 27.1 95.0 sti family rm h 4877 207 187 0.183 8.0 Ox 0 VIFx 36.2 95.0 st1 kitchen C 3556 145 161 0.212 8.0 Ox 0 VIFx 18.1 95.0 st1 mstr b1h h 1396 59 31 0.160 5.0 Ox 0 VIFx 40.3 110.0 st3 mstr rm c 6240 223 283 0.148 9.0 Ox 0 VIFx 52.0 110.0 st3 mstr we c 6 0 0 0.164 4.0 Ox 0 VIFx 36.7 110.0 st3 mstr wic c 6 0 0 0.159 4.0 Ox 0 VIFx 41.1 110.0 st3 pantry c 6 0 0 0.209 4.0 Ox 0 VIFx 19.6 95.0 st1 pwdr h 488 21 13 0.194 4.0 Ox 0 VIFx 28.6 95.0 st1 study h 2532 108 66 0.195 6.0 Ox 0 VIFx 27.8 95.0 SO uhI c 968 20 44 0.191 4.0 Ox 0 VIFx 30.9 95.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 283 315 0.148 401 12.0 0 x 0 VinlFlx st1 st1 Peak AVF 840 840 0.148 602 16.0 0 x 0 VinlFlx L _Fk wrightsoft- 2018-Jul-2412:05:32 CA •..-,• _. Right -Suite® Universal2018 180 13 RSU24011 Page 1 ookeAnastasiaGL\ Lot84ThornbrookeAnastasiaGL.rup Calc - MJ8 House faces- W Name Grille Size (in) Htg cfm) Clg cfm) TEL it) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx ti wrightsoft- 2018•Jul-24 12 05:32 v_ _ •, Righ1•Suile® Universal 2018 18.0 13 RSU24011 Page 2 ookeAnasfasiaGL%Lo184ThornbrookeAnaslasiaGL.rup Calc = MJ8 House faces W 1 DEL -AIR Duct System Summary HEATING - AIR CONDITIONING a h u 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web WWW DEL -AIR COM For: Taylor Morrison 459 ROCKY GROVE LANE, FL Job: Lot84ThornbrookeAnast... Date: 7/24/18 By: JA Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.202 in/100ft 0.202 in/100ft Actual air flow 840 cfm 840 cfm Total effective length (TEL) 119 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth 2 h 662 42 28 0.318 4.0 Ox 0 VIFx 5.5 70.0 bth 3 h 766 48 31 0.311 4.0 Ox 0 VIFx 7.1 70.0 loll h 1140 72 55 0.203 7.0 Ox 0 VIFx 33.0 85.0 st2 open to below c 2198 89 111 0.274 6.0 Ox 0 VIFx 17.5 70.0 open to below -A c 2198 89 111 0.286 6.0 Ox 0 VIFx 14.0 70.0 rm 2 c 3828 184 194 0.270 8.0 Ox 0 VIFx 18.8 70.0 rm 3 c 2286 110 116 0.206 6.0 Ox 0 VIFx 31.5 85.0 st2 rm 3 wic h 495 31 20 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2 rm 4 h 2207 139 134 0.281 7.0 Ox 0 V I Fx 15.5 70.0 stairs c 795 35 40 0.306 6.0 Ox 0 VIFx 8.6 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st2 Peak AVF 213 191 0.202 483 9.0 0 x 0 VinlFlx 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 rb2 Ox 0 840 840 0 0 0 0 Ox 0 VIFx wrightsoft- 2018-Jul-24 12 05 32 Right -Suite® Universal 2018 18 0 13 RSU24011 Page 3 AC.CA , cokeAnastasiaGL\Lo184ThornbrookeAnastasiaGL.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: Lot84ThornbrookeAnastasiaGL Builder Name: Taylor Morrison Street: 459 ROCKY GROVE LANE Permit Office: City, Slate, Zip: FL , Permit Number: Owner: Jurisdiction: 691000 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 dro gedceiling/soffit soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the ap barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the lop of all perimeter floor framing members Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 3s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall thermal envelope shall be air tight and IC rated Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The au 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 olates and walls or ce4finas. a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400 7/24/2018 12:16 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, 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 7/24/2018 12:15.59 PM Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name Lot84ThornbrookeAnastasiaGL Builder Name Taylor Morrison Street: 459 ROCKY GROVE LANE Permit Office: City, State, Zip: FL , Permit Number Design Location FL, Orlando Jurisdiction- 691000 Cond. Floor Area.: 2582 sq.ft. Cond. Volume- 23678 cu ft Envelope Leakage Test Results Regression Data: C n: Single or Multi Point Test Data V 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 Testing shall be conducted by either performance results demonstrate compliance individuals as defined in Section with Florida Energy Code requirements in 553.993(5) or (7), Florida Statutes or accordance with Section R402.4.1.2. 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 SIGNATURE: _ by the third party conducting the test and provided to the code official. 1:1 N I Z 1119:4 92ZTAl7j4:$ DATE: BUILDING OFFICIAL: DATE: 0, THE ST4 17 1 7/24/2018 12:16 PM EnergyGaugeO USA - FlaRes2017 - Section R405 4 1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Pertormance, Prescriptive and ERI Methods ADDRESS: 459 ROCKY GROVE LANE Permit Number - FL , MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402 5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402 4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0 2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heal recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have 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 IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/1 S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors 7/24/2018 12 16 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8 Exceptions: 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 lightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3 R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruclion test: Total leakage shall be measured with a pressure differential of 0 1 inch w.g (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13"C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Healed water circulation systems shall be in accordance with Section R403 5.1 1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Healed water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy 7/24/2018 12.16 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral 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. 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 SI 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 7/24/2018 12.16 PM EnergyGaugeO 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 heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8"C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the healer. 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 healers shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heal 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. 7/24/2018 12 16 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (MandatoYyhe 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. 7/24/2018 12.16 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 rLLN•,T.-,. aaaao m,.' i D \\ZZcs a ouc bath duct ® p g N CO CN XN to wnll cnp to wnll cnp Oa••n s z.o TDN Wi5Kv ez.DV ]PH w/fan /fan p a••' fl ' I9.ID pten esp'-for, by O Nutone 696RNlutone 696RNR old, cool. 7/B'•1'D' AG / ro r I-, •a cp p• I N L A•aNN ,•Vi 1L O N yno 01O A/C A/C IN ra r f1Q if--1 RN r e or r PAD PAD - LL' V ___ u c __ 1 _- ___ L__ L J xr 1• r I 42X42 A/C -SLAB------ l 7D 3, I•ctl Kw ,a,jn BY BLDR MIN I Imo' uK 12• .YA, as s iQ ain n.•on a 2' FROM WALL NO. I owNalswrte zes 19. a% r i ••••m•r.p.r• 0I I r.,. - 12.1211•ctl 5 a 10.10 rpD q Lrti — — —16.16 rap ' By I l.cd _ Y.r I.ctl a L . nu 1 ____• __ _ to m Q Q I 5 I • ' z D I ]e., o J opMnLLONF I • 16.16 r r I Ira . 1 a 0 1 I I Co 16 rua r-n I O W LU \ O\ I\ A i I I 6 e .1z 4 • e. jJe1 i i 2 CM GA`AGE i Q CU (U M n I I I ` L yl1 I \ d- rIx lO UM,-. WTIEAD`G R00l1 I I DIN III _ n. I I . Iri I i-: +, i : pro, au•r IBS I i iv., un 1 - ' j j Ir.8 l-' 1 • I I 333 1 I I I I a I I rp II • e I nr Iutaa w Irt• a•, u•vmuwrue•asrrauww:i :.o wnm n . • w ..nnm Irr r.vno...•run H 11¢•li w uwvm(• r W14 CD'a'r. tiu 111fA.f lnlm• V,n,LL.•a+q 9pI V M lan•Al rwnw rAn r•rmla n omaraa I..r rmarrrc uwwia m u•,rmwu vwmia urc woem.ara •...mwau ewer ca ra 0.at lair • M r0 a ry N9 •. Y orG NUr[YL LKM A.•p Nrp.IrQ V1111tntOmm•, enua tccrc rrL raar ••rcN. Troncrr. duct./prR,rc .1..d In c onp,bnce .Ith rwAdo R-td-tbl hDdinp cod. - N1602r u•ncrtl Return AF, e.[eptlons 1-7. Wader ru., P—. u r—'trd I Inch undercut on doors to habiteb,e around the air r68a.m m Ir.rv.ItNu rt4b.l 1•IOrprp, Yw`n••[•r6 Itlrr awrwrwrmliraurntaarr o su a.ol. aaao••I aaruu 1C1Q1 f11t fR owu All duct has an r=6 insulatlon value. P. Y C7 QID O pFCDZ()j J V) (Y \ Q -- 0 Q Z O = \ Q J I`-- ,DL, Rating zO } N m JR1. > z F000= m0_J(n00 01lr Ln H16 70 i0 =14 W16 7. 9] CI IL Yb FA Y.YIfi 100-6 gL' 25 U091 X"9; 3C3ZW YJO 51 Z IY' a WOW 3"61 "1J ."W 0051 Y•AW 1 P51 YbOW i • W W 301,0' 101E s- YM 51 G: WY RUP 0-D.1fd FOR IL JORG tecod 931 RD MTS- q -ar Ya . -R O rW-'T LID Wr FUbE Z a=ER 10 UM-LIIrCR1 .F a 0000 ZO E.Wa4 KCAWW. W. CR FDeD 4R6'61 so'a ocw.oou Transfer ducts/arllrs sized In3' bath duct to roof CQ P conpll.nce .Ith Florida Residential W/fan hsdlna Code - MI602.e I.lanaed Return .r, •=Ceptlons 1-3. hinder 2D V1In lz.oV !DM Nutone 696RNB oust Dr -id 'nrestrlc led 1 Inch 8,1TONIBv10 den undercut on doors to noblt.de Dlatfor'by rapn5. bldr 61 1 1 ie 1 R.aor 195 r ll.cd . pp 66. l.. 91 10=LLcd l0=6d M 110 1, O L I _ 7 n• r I ele / r-an I £ I 0i I 11w1e. e 1R.RRe O Must have a minimum clearance of 4 Inches oround the air handler per the State Energy code. All duct hos an r=6 Insulotion value. 6 Z O to VZ tT\ r. a..trrulmu• - u a soµiu o u iR U SSTRUMR4 NOTES some an,:. mcoo:a. T O_ N W W \ CJ Raoi. 0 e.,.e.eo. 9 Ld Y a a Cl Cl 7- a- Cr Q o O Cb Z N Qf- 1:1 a Z0T- Q J ~ ID L Rating Z o } N m W > Z Q H m F Q 1 O O Q Q COCLJN00 STATE CERT .LIC EC13003715 ELECTRICALINC. rf HOLDER: D0StJohn3400sPkvry FBC 10NEC 7 SANFORD, FL STRADAN877-906-1113 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5-8-2012 MODEL ANASTASIA BUILDER TAYLOR MORRISON SUBDIVISON VOLT/AMPS TON OTY KW LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 1 15572 2 4032 10000 6500 0 Includes Heat Pump and Heat Strips on together @100% 2.5 5040 10000 6500 0 3 5280 10000 6500 0 Square feel Irving areal 2585 3 volt/am s 7755 3.5 6168 8000 5200 0 Small Appliance Circuits 3 4500 4 6888 8000 5200 0 Laundry Circuit 1 1500 5 8160 10000 6500 0 Dishwasher 1 1500 Water Heater 1 4500 10 KW SETUP 0 Range 1 8000 4.308333 AC EP1 35.5 12 2.958333 Oven 0 Cooktop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 mist misc TOTAL OTHER LOAD FIRST 10KVA@100% 10,000 REMAINDER @ 40% 9742 LARGEST LOAD 15572 TOTAL LOAD 35 314 V.A./ SIZE RECOMMENDED 1 200 SERVICE SIZE: 240VOLTS= 1 147 MINIMUM PER 1 150 NEC 34355 TON OTY KW 1.5 2990 5000 3250 0 2 1 4032 5000 3250 7282 2.5 1 5040 5000 3250 8290 3 5280 5000 3250 0 3.5 6168 5000 3250 0 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 15572 POOL 12-01 ES I]1TjY AMPS 30 1 111111IF04 6,1 i 60, I 240 I aq100, 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. Ca a z 1 CAI J 0 0 tir 7 w n 0 n 0 b 3" WASTE STACK FROM 2ND FLOOR G TERMINATINGTO THE 1ST FLOOR AAV RTRCHEN BATH p. :p 2 CA TAYLOR MORRISON HOMES 1 { 1p- s1l•!OR>\18ROOKES.F. tir .- :• - . HOUSE TYPE: ANASTASIA s _ LOT 84 1ST FLOOR TAYLOR MORRISON HOMES THORNBROOKE S.F. IHOUSETYPF: AlYASTASIA A LOT 84 i 12ND FLOOR KL BATH 2 j"A N., 1 j t t l 1 i i s i s F `..' j , -i•-=-- 16 3 I BATH 3 7 Ll 1iJ F Y WASTE STALK FROM 2ND FLOOR om(TERMINATMG TO THE 1ST FLOOR Ll IL I DESCRIPTION AS FURNISHED: Lot 84, 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. RECORD Copy TRACT J THORNBROOKE PHASE 1 P.B. 79, PCS. 3-7 OPEN SPACE/RECREATION I LOT 18 S 00-1455" E 40.00' tiff _ a ' r 19.80, 19.80' 19.80' 33/0 AUG 21 zo/ a 5.00' p t 15.7' COVERED n PATIO Oi 5.0014. 3' Ok to construct single family home LOT 84 with setbacks and impervious area shown on plan. rlaSfaSia, G-LO SSPROPOSED RESIDENCE / Sk MODEL: ANASTASIA 2 CAR GARAGE LEFT W W o 0 LOT 83 O CSLOT 85 h001 ti 5 00' 5.00' 0 " ENTRY O tli 5. 00' 21.3' 16' DRIVE LJ 1 25. 20 5.20' F I 10" UTIL. ESMT. WALK 9 ry, 9 CURB N 00014' 55" W 40.00' ROCKY CR0 VE LANE 50' UTIL AND ACCESS R/W) G O Q PROPOSED - FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS V"- PROPOSED DRAINAGE FLOW LOT GRADING TYPE B PROPOSED F. F. PER PLANS - 23.7' } PROPOSED GRADE PER CONSTRUCTION PLAN ++ LOT = 4, 800 SO. FT. LIVING = 1, 467 SO.FI GARAGE = 455 SO.FT. ENTRY = 71 SOFT LANAI = 139 So rr. BREEZEWAY = N/ A SO.n DRIVEWAY = 403 SO.FI. A/C PAD = 18 SO FT. WALKWAY = 68 S0.F7. IMPERVIOUS = 54. 6 9• 2.621 SOFT. Snn = 2 179 so. FT R/W 440 SOFT APRON 110 SO. FT. 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 10' SIDEWALK SOD 200 131 SO. F7 so rr. ALA A AREA = 5, 240 DRIVEWAY = 513 SIDEWALK = 268 SO. FT SO. FT SOFT. CLIENT NOT FIELD VERIFIED SOD 2,309 SO. FT. CRUSENMEEER-SCOTT ASSOC, INC• - LAND SURVEYORS LEGEND - LEGEND - E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT PaL POINT ON LINO ES., NOTES: FIP. FIELDIRON PIPETTP. I. TTPICALPOINT OFREVERS[ CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVE7' MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIN BOARD OF I.R IRON ROD PGL. POINT OF COMPOUND CURVATURE PROFESSIONAL. SURVEYORS AND MAPPERS W CHAPTER 5J-17 FLORIN ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C.K CONCRCTE RONUMENT RAD. RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SELL, THIS SURVEY MAP OR COPIES ARE NOT VALID. SET I. P. 1/2' IR. •/BLD 4596 N.R. NDN-RADIAL I THIS SURVEY WAS PREPARED FROM TITLE WFORM417ON FURNISHED 1O ME SURVEYOR. THERE MAY BE OTHER RESTRICTIONS REC. P. 0.1. RECOVERED POINT OF BEGINNING V.P. CALL. WITNESSPOINT CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. 4, NO UNDERGROUND IMPROVEMENTS RAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. P.D. C. POINT OF COMMENCEMENT PRx TF. PERMANENTREFERENCE RONUMCHT FINISHED FLOOR CLEVATIDI S. THIS SURVEY' 6 PREPARED EDIT THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RIMED UPON BY ANY OTHER ENTITY. NLD C[ MERLINE NAIL t DISK LSL WILDING SETBACK LINE I. DIMENSIONS SHOWN FOR INC LOFJTION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RLCONSTRUCT BOUNDARY UNES. R/V RIGHT-OF-VAY Bit BENCHMARK 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) ESMT. EASEMENT B.B. BASE BEARING B. ELEVATIONS, IF SHOWN, ARE 84SED ON M4770NAL GEODETIC DATUM OF 1029. UNLESS OTHERWISE NOTED. DRAIN. UTIL. DRAINAGEUTILITY 9. CERDFlUTE OF AUTHORIZATION Na 459E. CLFC. CHAIN LINK FENCE VD.FC. C/BVOODFENCE CONCRETE BLOCK u• SCALE - 1• 20 - DRAWN BY: 4 P.C. P.7. POINT OF CURVATURE POINT OF TANGENCY E) CERTIFIED BY:ORDER No. DESC. R LDESCRIPTIONRADIUS ARC LENGTHNPLOT PLAN 07-26-2018 4942-18 p DELTA C C. D. C mRD CHORD BEARINGNORTH THIS BUILDING/ PROPERTY DOES NOT UE WITHIN J THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER •FIRM• WCIUCSOEXI R4 R, R.LS. / 47I4 ZONE •X" MAP j 12117E 0055 F. 14 ES L.S j 4801 r RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form 1 9 - 3 3.1 0 O LD/Nc Permit # LSANFORDProjectLocationAddress: Anastacia-Lot 84 459 R ° e 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) FL15332.04 Sectional Windsor Garage Doors Sectional Ext. Door Dbl, single FL15080.R3 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL16544-R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles CertainTeed Shingles FL5444-1113 Underla ments Rhino Linings Corp Coatings FL21842-RI 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-R1 Other Junc 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates ITW Bldg Components Truss Plates FL1999-R6 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Quality Precast FL1774-R5 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates ITW Bldg Components Truss Plates FL1999-R6 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Q ual ity Precast FL1774-R5 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2014 ENGINEERING PACKAGE Builder: TAY-LOR-M-ORRISON— Project: .9A6/-9A7 THORNBROOK Model/Building: :258SE/258MA/258TA Lot Alt: Lot: 84 Block: Unit: Address: JobNumber: N333522 i Revision Date: New Load #: RA01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 Pang 1 it ' AKJO) STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES THIS Ow0 PRE AREO FROM COMaUTEa 111UT ([OADS 1 DIMENSIONS) SUBMITTED 11 TRUSS MFR. Strongback Bridging Guidelines for Roof Trusses Strongback bridging Tor roof trusses is not a requirement of ANSi_TPI I.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 wavy ceilings' after the installation of drywall. 2) Bridging helps 'planing -out' the transitional or relative deflection of adjacent trusses due to an offset in spans. in either case, Strongback bridging should not be attached to adjacent trusses that need to be jacked Into place more then 1( 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 lE Inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MIMIMMUM OF 216. AND SHALL BE ATTACHED WITH A MINIMUM OF THREE 16d COMMON OR (3) 0.131 t 3' GUN NAILS TO A 214 VERTICAL NEB 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 shell 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) 6bebogeacBpBetlidsDet5S616--6S6eBREFiI E [R) Design Crit: TPI.2002(STD)/FBC 0 0 7.31.11 Y:1 FL ] E LT TYP. Wave C RT=1.00 1.25 vua n•• nmm acorn[ unaa u c ,. r.anunu, M a+nr,+c. Inruu.... ..cua• aaunrtm aaowrt win ,n«•.r,r+,. . iuin•n1 n, muaa .un umma. , r`i 'Lma TC LL PSF REF ROB1- 48357 11. )i:a:r a ,n ni, stir ..,.... mn . rt via iaaa, as ,Ara.'R.iuo, t uul < ..r i..na F TC DL PSF DATE 01/28/09 tt+canM ,acuru T.. aw auu v.ri na.utr .rnaaacn vcruut iro'urra cwu n,.u" [ n«mr ITT— uclo auu:• S vy v+V 8`F BC OL PSF DRN MEusRoal 09209398 TART- nr mo r.. it-tanIoM<ulArruRaUtwTaT`vn•naal: o. 22129 r BC LLDRA PSFHC -EKG DR/ ALPINE caluaata< TOT. LD. PSF AR36 R+a«Mcmta /«nary.i+iyun la) .a+•i tt 1 .....u. w a » ua r. a « nna .. a. unw ar uvw t«.ru u rvu onu+. mama+ .c. <unw ,w.•t rtuavn a nl a+.0 u ra .m n . rrm um ace.,. TH g STATE OF DUR. FAC . FROM munr « M. Tu liweHeriy CGn,ponmb arw me. iiivir eM,una .c%VMS1 « r+rta,nu1 a, n T 101 anit,n ann. ru nrt .icy TI W Aa;... (Sry,F1 73aM nnu uu.. ,w[ avmuun .a m « +,i aawe.eRr ra. m uunM a r+t auwnuulrr « R FL COA10778 ``aa .ta,.at, rtt u„ I*r, t a[C. a Z0 1p Jul fOfOiQE SPACING JREF- 1T70081_ Z18 Simpson Strong -Tie" Wood Construction Connectors Hangers I-IUAdUC hanyurs may be instalkxd on a inasunry;conuetu wall as desc.ibeo below. A:Jchtionaly, HU halgers µolh one flange concealed may De installed similarf . 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 flanges concealed, provided the W dimension is 2-1i or greater, at 100% of the table bad. Specify HUC. HU is available with one flange concealed when the W dimension is less than 21A6" at 100% of the table bad. Specify as art X' version and Eneofy Mange to conceal. For any HU or HUC shown in this catalog, the u.-,er may subwilute all facie nails will) .G" ( i?:," lilen° 2 screws Mcdel ITN2-251-'441 ). Fallow all installation instructions and use the loads hom this rlfnlog. Material: 14 gauge Finish: Galvanized; ZMAXe and stainless steel available Installation: Attach the hangers to concrete or GFCMU w34s using hex -head Tien' 2 screws. fiten screws for GFCMLI CA' x 2?5' - Model TTN2-25234H) and for concrnte (1:" x 1.1a - Mrxiel TTN2 2513 f 4 are not Drooded with the hangers. Drill the 'Ms -diameter hole to the specified embedment depth plus 112'. Ahernatively, drill the Vis -diameter hole to the specified embedment depth and blow it clean using compressed air. Caution: Oversized -diameter holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor's bad capacity. film Installation Tool Kits are available. They include a W drill bit and hex -head dnvcr bit (Model TTNT01-RC); a 3i4:' )( 4',' drill UI is also -,bailable. (Modal MD618412). A minimum end and edge distance of 1 W is required. Options: For skewed hangers use 75ro of lane uplift load. If hanger width e, greate, than 3114,e', than use I;0% of table download; otti r vise use 1005 of table dcwaikmd, Codes: See p.14 for Code Reference Key Chart Concealed flanges HUC410 114. rn ,. HUC410 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall SIMPSON StP011gTie to O v NC C OCalU c 00 en CCO 2U 279 fa Simpson S'rong-Tie' Wood Construction Connectors Hangers (cont.) Them products are available win additional corrosion protection. For more information, see p. 18. SIMPSON Strong -Tie Model No. Fasteners Allowable Loads (DF/SP) LodeGFCMUConcrete Standard Concealed GFCMU Then• 2 Concrete Titen^ 2 Joist Uplift Uplift Down 100/125) Uplift 160) Down 100/125) Ref. HU26 HU26X 4) '%:' x VW 4) %:' 1 'l 2) lOd x I h' 335 1.000 335 1.545 HU28 HU28X 6) !% x l y' 6) !%•' x 1$t" 4) 10d x 11h' 545 11500 760 2,400 HU210 HU210X 8)14'%1?' 8)":"%1N, 4)10dx1h' 545 2,000 760 2,415 HU46 (Min.) HUM 8) Q" x 1 8) Y." x I y" 4) 10d common 760 2,000 760 3,200 HU46 (Max.) HUC46 12) 'h" x i 4y 12) %: x 14- 1 6)10d common 1,135 3,000 1,135 3,950 HU26-2 (Min.) HUC26-2 8) :• x 1 y' 8) !• x 1:•, 1 4)10d common 760 2,000 760 3,200 HU26-2 (Max.) HUC2&2 12)':4'x 14 021 A" x 121 6) 10d common 1.135 3.000 1,135 3,950 HU48 (Min.) HUG48 00) ",' x 1 •V,- 101'A" n 11;' 4)10d common 760 2,500 760 3,725 HU48 (Max.) HUG48 14)!.' r 14':' 14) %." x 11," 6)10d common 1,135 3,500 1,135 4.920 HU28-2 (Min.) HUC28-2 10)', x I V- 10) !'i' x 14Y' 4)10d common 760 2,50U 760 3,725 HU28-2 (Max.) HUC28-2 14) t': x 14, 14) YY x 14,- 6)10d common 1,135 3.500 1,135 4,920 HU410(Min.) HUG410 14)!. x 1i5" 14) 14,' 6)10dcommon 1,135 1 3,500 1,135 4,920 HU410 (Max.) HUC410 18) :' x 14Y 181 •Y' x 14 41- 10) lod common 1,8U0 1 4,500 1,800 4,920 HU210-2 (Min.) HUC210-2 14),,' % O ' 14) %Y' x 14' 6)10d common 1,135 3,500 1,135 4,920 HU210.2 (Max.) HUC210-2 18) IV! 14 181 14" x 14 10) 10d common 1,800 4,500 1,800 5.085 HU28X Skew 45' Not ava fable) 6) :4" x 1 .` 6) '.%" x 1 W' 4)10d x 1 h' 670 1,500 670 2,400 HSUL/R26-2 HSUL/RC26-2 12) 1 AT 02) A" x 11: 4) 16d x 2Yx' 900 3,000 900 3,135 HU24-2 HUC24-2 4) !%:' x 21,E 4) !-:" x 1 2) 1Od common 380 11000 380 1,545 HU212 HU212X 10)114, x 2'Yi 10) 5i" x 14'i 6)10d x 1'h' 1,135 2,500 1.135 2.665 HU214 HU?141; 02) A' x 24t' 12)':" x 144 6) lOd x I W 1,135 2,665 1,135 2.665 HU26.2 (Min.) HUC26-2 OA1n.) 8) 1!5" x 2?,.' 8) :%•' x I y" 4)10d common 760 2,000 160 3,200 HU26-2 (Max.) HUC26-2 (Max.) 12) i' x 24; 12) '•` x 13;' 6)10d common 1,135 3.000 1,135 3,950 170 HU26-3 (Min.) HUC26-3 (Min.) 8) !,; x 2?': 8) !%: x 14'l 4)10d common 760 2,000 760 3,200 IIU26-3 (Max.) 11UC26-3 (Max.) 12) "f x 54', 12)'A" x.14 6) IOd common 1135 3.000 1,135 3,950 HU28.2 (Min.) HUC28-2 (Min.) 10)'A' x 24;" 10)'.;" x 14, 4)10d common 760 2.500 760 3,725 HU28.2 (Max.) HUC28-2 (Max.) 14),,*, 2?Y 14) A" x 1 V; 6) IOd common 1,135 3.500 1,135 4,920 lIU210-2 (Min.) HUC210.2 (Min.) 14) t x ?4+' 14)'•'i' x 14q' 6) 1Od common 1135 3,500 1,135 4,920 HU210-2 (Max.) HUC210-2 (Max.) 18) !: x 24P 18) -Y' x 114" 10) 1Od common 1,800 4,500 1,800 5,085 HU210.3 (Mm.) HUG210-3 (Min.) 14) /" r 2.1,- 14) W' x. ' , 6)10d common 1,135 3,500 1.135 4,920 HU210.3 (Max.) HUC210-3 (Max.) 18) IA x 2W 18) V Y. 141' 10) 1 Od common 1.800 4.500 1,800 5,085 HU212-2 (Min.) HUG212-2 (Min.) 16)x 24:" 16) :Y' x 14;" 6)10d common 1,135 4.000 1.135 4.920 HU212-2 (Max.) HUC212-2 (Max.) 22) x 2y" 2215+ r 1 r ' 10) 10d common 1,350 5.085 1.350 5,085 HU212-3 (Min.) HUC212-3 (Min.) 16)it 22W 16) •'." x 141" 6) 10d common 1,135 4.000 1.135 4.920 HI1212-3 (Max.) HUC212-3 (Max.) 22)'4' x 2}:' 22) '/-, 14;" 10)1Od common 1.800 5,085 1,800 5,085 HU214-2 (Min.) HUC214-2 (Min.) 18) 14* x 21+ 181 %,4 x 11. 8) 1Od common 1.515 4,500 1,515 5,085 HU214.2 (Max.) HUC214-2 (Max.) 24)'%: x 2}: 24) 14" x 1), " 02) 10d common 2,015 5.085 2.015 5,085 1IU214-3 (Min.) IIUC214-3 (Min.) 18) ": x 2x;' 18)'V r. I V 8) 10d common 1,515 4,500 1,515 5,085 HU214-3 (Max.) HUC214-3 (Max.) 24) A" x 2-`4- 24) '."x 14'-' 12)10d common 2,015 5,085 2,015 5,085 HU216 HU216X 18)'-Y• x 2:y", 181 A" x It -W 8) 10d x 1'h' 1,515 2,920 1.515 2,920 HU216-2 (Min.) IIUC216-2 (Mint) 20) %4 x i3:" 201 W' r 1 W 8)1Oil common 1,515 4,920 1,515 4,920 HU216-2 (Max.) IIUC216-2 (Max.) 26) :;" x i Y.' 26)'A- x 1 W- 02) 1Dd common 2,O1.5 1 5,085 2,015 5.085 HU216-3 (Min.) HUC216-3 (Min.) 20)1r;' x 2 ." 20)'/," % 1 }:" 8) IOd common 1,515 4,920 1.515 4,920 HU216-3 (Max.) HUC216-3 (Max.) 26)'/-' x 2y" 26)'•;" 11 ." 12) 10d common 2,015 1 5,085 2,015 5.085 1. Uplift loads have been increased for earthquake or w nd duration witn no further increase is alowed; mdr, icr, when alter bads govam. 2. Minim,;m Pc = 2,500 psi and minimum Pm = 1,500 psi. 3. Wlxirr only one 0ar1ge is conceded specify right or left oorrcae6d Uarge. 4. Models with'X' are not stock items. 5. PrpAx;is bull be nstdEe- su;1t Utut Tiler a 6Cr.w^ are not ex rw-cct :o waatller. Fasteners: 1@d corninun = 0.162' du. x 319' long; tExi + 21'.' - 0.162' do. x 21t,' bn9; 10.1 comux:n - 0.148' Oz. x 3- b;no. 10d x 11,,' = 0.148' dia. x i V,' k,np. 7TN2-25134H = :',- x t ;4" Tden 2; TTN2-252.34H = .' x 21i' Ttten 2, TN25134H = Tdon.. ;:' x 11W" and iTN25234H-Ti:,an 'A' x 2-W may aL n txa u^o7 nl hill !alas See pp. 26-27 bi otrAr n:A size.: and Inforrl4,501). 280 UPDATED 04/17/17 aiz 3N brn R O 0 0U Simpson Strong -Tie Wood Construction Connectors Hangers (cont.) These pnoducs are available with adodronal corrosion protection. For more information, see p. 18. SIMPSON Strong -Tie Model No. Fasteners Allowable Loads (OF/SP) CodeGFCMUConcrete Standard Concealed GFCMU Titan' 2 Concrete Titan' 2 Joist Uplift 160) Down 100/125) Uplift 160) Down 100/125) Ret. HU44 HUC44 4) !:' , 2.' 1 4) "x 1 W 2) 10d common 380 1,000 380 1,545 HU46 (Min.) HUC46 (Min.) M !'." x 2." 8) "V): 1 W 4)1Od common 760 2,000 760 3,200 HU46 (Max.) HUC46 (Max.) 12) b:' x 2 W 12) -:' x I 6) 10d common 1,135 3,000 1.135 3.950 HU48 (Min.) HUG48 (Min.) 10) ,V , 10) S r F%,." 4) 1Od common 760 2,500 760 3,725 HU48 (Max.) HUC48 (Max.) 14)';;" • 24% 14) 1/4' • 1?: 6) 10d common 1,135 3.500 1.135 4,920 HU410 (Min.) HUC410 (Min.) 14) ,V x 2W 14)'4' x 1> 6) 10d common 1,135 3,500 1,135 4,920 HU410 (Max.) HUC410 (Max.) 18) !." • 2n,, 18) !S' • 1 ;':' 10) IOd common 1.800 4.500 1,800 4,920 HU412 Win.) HUC412 (Min.) 16)1,4 x 21'T 16)'.v x 1." 6)10d common 1.135 4.000 1.135 4.920 HU412 (Max.) HUC412 (Max.) 22)'A" x 24V 22)':" x 1 Y," 10) 10d common I WO 5,085 1.800 5,085 HU414 (Min.) HUC414 (Min.) 18) %" • 2-`.'; 18) !V , I -W 8) 1 Od common 1.515 4.500 1,515 5.085 HU414 (Max.) HUC414 (Max.) 24)'%% x ? 24) ;;" x 1 W 02)10d common 2,015 5,085 2.015 5.085 HU416 (Min.) HUC416 (Min.) 20) "," x 2:W 20) x 1 Y4" 8)10d common 1,515 4,920 1.515 4,920 HU416 (Max.) HUC416 (Max.) 26)'." x 2 :'." 26) !'% < 1414" 12)10d common 2,015 5,085 2,015 5.085 HU66 (Minn.) HUC66 (Min.) 8)144" , a." 8) !'7' • 1-'4" 4)16d common 900 2,000 900 3,200 HU66 (Max.) HUC66 (Max.) 12) 14", 24V 12) ;4' r 1 '," 6) 16d common 1,345 3,000 1,345 3.950 HU68 (Min.) HUC68 (Min.) 10) !v 2y: 10) !4" 1?:" 4)16d common 900 2,500 900 3.725 HU68 (Max.) HUCG8 (Max.) 14) VV x 245" 14) :Y x I V 6) 16d common 1,345 3,500 1,345 4,920 HU610 (Min.) HUC610 (Min.) 14) ::" - 2?''% 14) 14- 1." 6) 16d common 1,345 3,500 1,345 4,920 HU610 (Max.) HUC610 (Max.) 18) V-- x 2." 16) !' x I1S" 8)16d common 1,795 4,500 1.795 5,085 HU612 (Min.) HUC612 (Min.) 16) V." x 24Y 16)1 x 1314- 6) 16d common 1.345 4.000 1,345 4,920 HU612 (Max.) HUCG12 (Max.) 22) !4" r 2?'." 2 2) 14" x 14':' 8)16d common 1,795 4,920 1,795 4.920 170 HU614 (Min.) HUC614 (Min.) 18) 7.' x 21% 18)'- x 1;+" 8)16d common 1.795 4,500 1.795 5.085 HU614 (Max.) IIUC614 (Max.) 24)1,, x k2 I (24) ;,' x 111 12)16d common 2,U15 5,085 2,U15 5,035 HU616 (Min.) HUC616 (Min.) 20) 1.4" x 2'.'% 20) '',% x t W 8) I6d common 1,795 4,920 1,795 4,920 HU616 (Max.) HUC616 (Max.) 26)14" x 7:Y" 26) ',V x 1?4" 12) IGd common 2,015 5,085 2,015 5.085 HU7 (Alin.) Not available) 12) W • 141: 12) :'% 14V I (4)10d x 1'6' 411) 2,980 760 2,980 HU7 (Max.) Not available) 16)'4: 1 :` 16)':" x 1." 8)10d x 1'h" 1,085 3,465 1,085 3.485 HU9 (Min.) Not available) 18) :'i" x 14V 18)'-: x 14'." 6)10d x 1'h" 1.135 3,230 1.135 3,230 HU9 (Max.) Not available) 24) ';:" , 1'.'." 24) S . 1 ;:" 10) 10d x 1 e 1.445 3.735 1,445 3.735 HUII (Min.) Not available) 22)'r+"x HC 22)'.'x 1 ." 6) IOdx 1 f," 1.135 3.230 1,135 3,230 HU11 (Max.) Not available) 30) ',V x 1 »A" 30) '." x 1 `A', 10) 10d x I le 1,445 3,735 1.445 3.735 HU14 (Min.) Nat available) 28) !1.-, 14'% 28) 10," _ 1 i':' 8) 10d x 1 fi" 1,515 3,485 1.515 3,485 HUH (Max.) Not available) 36)14" x 14:' 36)'4" x 1." 14) 10d x 1 fi" 2,015 4,245 2,015 4,245 HU3.25110 Not available) 22) '.': x 11W 22) ':% x 11':' 10)10d common 1,895 5,085 1.895 5.085 HU3.25/12 Not available) 24) ." 1 1 y:' 24) '4" :1',' 12) 1 Od common 2,015 5,085 2.015 5.085 HU410-2 (Mn.) HUC410-2 (Min.) 14) /," x 1 a% 14) 4- x 145- 6)16d common 1.345 3.500 1,345 4,920 HU410-2 (Max.) HUG410-2(Max.) 18)1.41'•11'4e 08)!'%r1?'." 8)16dcommon 1,795 4,500 1,795 5,085 HU412-2 (Min.) HUC412-2 (Min.) 16) ';" x i ', 16) %" x 1?Y' 6)16d common 1,345 4,000 1,345 4,920 HU412- 2 (Max.) HUC412-2 (Max.) 22) :'i' x I W 22)1:" x 13+' 10)16d common 1.800 4,920 1.800 4,920 HU414- 2 (Min.) IIUC414-2 (Min.) 20)'. "x 1?4" 20) !'." x IV," 8) 1Gd common 1,795 4,920 1,795 4,920 HU414- 2 (Max.) HUC414-2 (Max.) 26) -4" x I -V 26) -.,V- x VW 12) 16d common 2.,015 5.085 2,015 5,085 1. Upl.ft loads have been increased for earthquake or wind duration vnth no further inCrease is allowed, radilco w,'I Jl Other ILlarI3 go ,ern, 2. Minimum t c = 2,500 psi and nvnfmum I'm = 1,530 psi. 3. When only one flange is concealed specify right or left concealed flange. 4. Models with'X" are not stock items. 5. Products s iafl be Installed ,lJt 'not T wnh xrawi; art) not crpomt a to wcad'or. Fasteners: IF,d cojinnon = 0. I iu' do. • 331 i tong. I Cd x 2!<_ = 0.167 din, x 2W txig, 10,1 con'mon = OJ 48' da. c 3' long; 1 Oo x 11W = 0.148' cm. Y I li- king. r1N2-251341 1 = ' , I W 1 ten 2. 17t12-252,141 I = 4' x 2-W Tden 2; Tl N251 Z141 I = Titan VV x 14,' aril TTN25234 H =Then !a' ) _ 1s rray ,Lo If, U•.'ed 'Lit full table k:aclt,. Soo pp. 26-27 for other n A 10--(:G and nfomiatlon. UPDATED 04/17117 FTcil Simpson Strong -Tie= Wood Construction Connectors w Face -Mount Joist Hangers RE0 6' This product is preferable to similar connectors because of a) easier Installation, bJ higher loads, c) lower Installed cost. or a combination of these toatures. j AB 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. HGIJQ hangers provide similar capacities as HGUS double -shear hangers, but they use Simpson Strong -Tien Strong -Drive° SDS Heavy -Duty, Connector screws instead of nails for faster and easier installation. In addition, the Strong -Drava 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 available in HD(.'.; see Corrosion Information, pp.15-18. Installation: Use all specified fasteners; see General Notes. Nails must be claven 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 must be equal to or greater than the screw length for applications where the length of the supplied screws exceeds the thickness of the supporting girder, 3' or 41f2" 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 MUS hangers cannot be modified. Concealed flanges are not available for HGUS and HHUS. Other sizes available; consult your Simpson Strong Tie representative. Codes: See p.14 for Code Reference Key Chart t' for als 1'li IOr 4tt's ' 11 O • NO r w 4W_/ B LUS28 6HHUS210-2 o Double- Shelar Double -Shear Na,lmg Sloe View: Dome Double -Shear Nahmg Sias View Available on 1 Do not some models) Top View bond tab U.S. Parent 5,603,580 V MUS28 SIMPSON Strong -Tie a r a r C D D 011"HUS210 HUS26, HUS28, and HHUS similar) 1.60-1 Typical HUS26 Installation with Reduced Heel Height truss Designer to provide fastener quantity for connecting multiple inernbers together) CL 235 Simpson Strong -Tie" Wood Construction Connectors Face -Mount Joist Hangers (cont.) These products are available with additional corrosion PF These products are approved for installation with the Strong -Drive' protection. For more information, see P. 18. SD Connector screw. See pp. 39- 40 for more information. Model No. Min Heel Height Ga.carrying Dimensions (in.) Fasteners W H 8 Member Carried Member Single 2x Sizes LUS24 2% 18 1Me 31A I 1% 4)1Did 2)10d LUS26 41A 1 M6 431 13L 4)10d 4) 10d MUS26 4"A6 18 1Mc 53k 2 6) lOd 6)10d HLIS26 43'e 16 1 % 5% 3 14)16d 6)16d HGUS26 40Ke 12 1% 5% 5 20)16d 8)16d LUS28 4?. 18 1 Mc 6% 13; 6110d 4)1Od MUS?8 6Me 18 1% 6'Me 2 8) 10d 8)10d HUS28 6'h 16 1% 7 3 22)16d 8)16d HGLIS28 66k 12 1 % 71/s 5 36)16d 12)16d LLIS210 41/4 18 1Me 73fe 13S 8)10d 4)lOd HUS210 8% 16 1% 9 3 30)16d 10)16d 1. See table below for allowable loads. SIMPSON StrongLTie DF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads CodeModel No. UplUt1 160) Floor Snow 100) (115) Roof 125) Wind 160) UDIiN1 160) Floor 100) Snow 115) Rool 125) Wind 160) Up1Ift1 1601 Floor 100) Snow 115) Rool 1125) Wlnd 160) Ret. Single 2x Sizes LLIS24 490 670 7G5 825 1,045 1 490 725 830 895 1.135 420 575 655 705 895 I 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, LI7 MUS26 1,090 1,295 1,480 1,605 1,825 1,090 1,410 1,610 1,745 1,825 040 1,110 1,265 1.370 1,570 HUS26 1,550 27120 3,095 3,335 3,33S 1,550 2,950 3.335 3,335 3,335 1,335 2,330 2,650 2,820 2,865 HG111,211,, 1W0' 4.360 4,885 5,230 5,390 1,OSO 4,725 5,290 5,390 5,390 905 3,790 4,200 4,5nn 4,635 II_ LUS28 1,165 ; 1,100 1,255 1,360 1,725 1.165 1,200 1,365 1,480 1,835 1.005 940 1,075 1,165 1,475 MUS28 1,555 1,730 1.975 2,140 2,645 1,555 1,880 2,150 2.330 2,645 1,335 1,475 1,690 1,830 2.275 17, FL, L17 IIUS28 2,000 3,965 4120 4.220 4,335 2.000 3,790 3,960 4.070 4,335 1,720 2.905 3,035 3,125 3,435 HGUS28 1,790 6,745 6.970 7,125 7,275 1./90 6,460 G,705 6.670 7,275 1,540 4,960 5,160 5,290 5,745 Ft LUS2.1C 1.165, 1,340 1525 1,650 2,090 1,165 1,445 1,660 1,795 2,270 1,005 1,145 1,305 1,415 1,745 EFL,7 HIJS210 3.000 4.255 4,a4S 4;S75 5,020 3,000 4,105 4,310 4,450 4,930 2,580 3.150 1 3,315 . 3,425 3,815 Note: For dimensions and fastener Irdorrnation, 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 451 and/or sloped to a maximum of 45• For skew only, maximum allowable download is 0.85 of the table bad For sloped only or sloped and skewed hangers, the maxtmum allowable download is 0.65 of the table bad UplM 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 cut 0.62 of table bad 0.46 of table load W < 2• Bevel cut 0.72 of table bad 0.46 of table load 2" < W < 6' Bevel cut 0.85 of table 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 opecny anpte Top Mew HHUS Hanger Skewed Right Joist must be bevel cut) All joist nails installed on the outside angle (non -acute side). Simpson Strong -Tie-' Wood Construction Connectors Face -Mount• These oroducts are available with additional corrosion Pr These products are approved for installation volh the Strong-Drive"'protection. For more information, see p.18. SD Connector screw. See pp. 39-40 for more information. a V IV SIMPSON Min. Dimenslons (In.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads CodeModel No. HcighlHeel Ga. W H 8 Carrying Member Carried Member Uplift 1160) Floor 100) Snow 115) Root 125) Wind 160) Uplift 160) Floor 100) Snow 11S) Root 125) Wind 160) Ref. Double 2x Sizes LUS24-2 2'/4 18 3'Ar 3h 1 2 1 4)16d 2)16d 440 800 910 985 1,2501 380 680 780 1 845 11,070 WS26-2 4%. 18 3'A 4'A 2 1 4)16d 4) 16d 1.165 1.030 1,180 1,280 1.625 1.000 880 1,01,0 11,090 11,385 17. L17, FL HHUS26-2 4%. 14 3% 5% 3 4)16d 6) 16d 1,550 2,7a5 3,155 3,405 4.265 1,335 2,390 2.710 2.925 3,665 HGUS26.2 4%6 12 3rfic 5% 4 20) 16d 8) 16d 2.155 4,355 4,875 5,230 5575 1.855 3,750 4.200 4500 4,795 HGU026-2-SDS3 5Si 5'%6 4 02)16" x 3' SDS 4)'A' x 3' SDS 1,635 5,040 5,565 5.565 5565 1,175 3.630 4,005 4,005 4.005 FL LUS28-2 4%. 7 2 6)16d 4) i6d 1,165 1,315 1,500 1.625 2,060 1.000 1,125 1,285 1.390 1,765 HHUS28-2 6%. 7% 3 16d 8)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 k123Y.& 7346 4 36)16d 12)16d 3,235 7,460 7,460 7,460 7,460 2,765 6,415 6,415 6,415 6,415 HGU028-2-SDS3 7Y 7$'ic 4 20'/i x3'SDS 6)%4"x3'SDS 2,565 7,330 7,330 7,330 7,330 1,845 5,280 5,280 5,280 5,280 FL LUS210-2 6'ri. 9 2 8)16d 6)16d 1,745 1.830 2,090 2,2652.870 1,500 1,565 1,785 1935 2,455 HHUS210-2 8% 8'/. 3 16d 10)16d 3'=S 5,635 6380 6880 7165 3,525 4,835 5270 5,330 5,765 17.L77,FL HGUS210-2 BWc 12 34fc 9iSc 4 46) l6d 06)16d 4.095 9,100 9.100 9,100 9,100 3,525 7,465 7730 7825 17.825 HGU0210-2-SDS3 914 IJ21 31/4 1 91A6 4 1 (28)''A x3"SDS A-A"x3'SDS 3,440 7,415 7F5 7,415 7415 12.475 5.340 5.340 5.340 1 E340 FL Triple 2x Sizes HGUS26-3 41346 12 4'Vic 51h 4 (20) 16d 8)16d 2.155 4,355 4,875 5,230 5,575 1,855 3.750 4.200 4,500 4,795 17, L17, FL HGU026-3-SOS4.5 511 12 41%. 5 h 4 (12)'/4" x 4'h" SDS 4P/," x 4'h' SDS 1.635 5,040 5,165 5,165 5,165 1.175 3,630 3.720 3,720 3,720 FL HGUS28-3 G94c 12 4'%. 7'/. 4 (3G)16d 12)16d 3,235 7,460 7, 460118,685 0 2,785 6,415 6,415 G,415 6.415 17, L17, FL HGU028 3-SDS4.5 7% 12 4'iS. 7%. 4 J(20)'/4'x4'h'SDS x4h'SOS 2,%5 8.400 9.17575 1845 6.050 6.605 6.605 6.605 FL HGUS210-3 8 Wic 12 4'%c 9'/. 4 (46)1Gd 16)16d 4,095 9,100 9,100d 3,525 7825 7,825 7,825 7,825 17, L17, FL HGU0210-3-SDS4.5 9% 12 4'f. 91A 4 (28)1/"x 4W SOS M % x 4h" SDS 3.440 9.745 9,74545 2.4'/5 7.015 7015 7g15 7015 FL HGUS212-3 10% 12 4'%. IW 4 16d 20)16d 5.045 9,600 9.60000 4,335 8,255 8,255 8.255 8,255 17, L17, FL HGUS214-3 12% 12 4'SS. 12 ;'4 4 6) l6d 2)16d 5,515 10.100 10,10000 4,745 8,6a5 8.685 8.685 8.665 Quadruple 2x Sizes HGUS26-4 5'h 12 6%. 5'h. 1 4 16d 8)16d 2.155 4,355 4.675 5.230 5575 1.&% 3.750 4,200 4.500 14,7951 17, L17, FL HGU026-4-SDS6 511 121 61Ac 57hc 1 4 1 (12)'A" x 6' SDS 4)'/; x 6" SDS 2,375 5,040 5,165 5,165 5,165 1.710 3.630 3,720 3,720 13,720 FL HGUS28-4 7 h 12 1 69A. 734. 1 4 3G)1Gd 12)16d 3,235 7.460 7,4G0 7,460 7.460 2,765 6,415 6,415 6,415 16.415 17, L17, FL HGU028-4-SDS6 7'/4 12 6%6 7341; 4 20)'/4' x 6' SDS 6) W" x 6" SDS 4,020 8,400 8,860 8,8W 8,860 2,890 6.050 6,380 16,380 6,380 FL HGUS210-4 9'/4 12 6%. 945. 4 46)16d 16)16d 4,095 9,100 9,100 9,100 9,100 3,525 7825 7,825 7,825 7,825 17. L17, FL HGU0210-4-SDS6 9S4 12 61Ac 9416 4 28)1Wx6'SDS 8)1/; x6"SDS 4,170 10.260 10.260 10.260 10,260 500 7385 7385 73a5 7,3a5 FL HGUS212-4 10% 12 690. 10% 4 56116d 20)15d 5,045 9,600 9,600 9.600 9,600 4,335 8,65 8.25518,255 8,255 17, L17, FL HGUS214-4 1 12% 12 6%c 12% 4 66)16d 22)t6d 5,515 10,1001010010,10010,100 4,745 8,685 8,685 1 8,6a5 I 8,685 4x Sizes LUS46 4% 18 3%. 41K 2 4) l6d 4)16d 1,165 1,0301 1,180 11,280 1,625 1,000 1 880 1,010 1,090 11.385 HGUS46 43/16 12 3%r 4346 4 20) 16d 8) 16d 2,155 4,355 4,875 15,230 5,575 1,855 3,750 4.200 4,500 4,795 17, L17, FL HHUS46 444. 14 3% 52f6 3 14 16d 6) 16d 1.550 2,790 3,160 3,410 4,265 1.335 2,390 2,710 2,925 3,665 HGU04G-SDS3 5l4 121 3% 4'h 4 12) . x 3' SITS 4) h" x 3' SDS 1,C,15 5,040 5,1G5 5,165 5,1G, 1,175 3.00 720 3,720 13,720 FL LUS48 4* 18 1 31A. 6% 2 6)16d 4)16d 1.165 1,315 1,500 1,625 2,060 1,0DD 1,125 1.285 11.390 1.765 HUS48 6'Ar 141 31A. 7 2 16d 16d 1,550 1.595 1,815 1,960 2.470 1550 1,365 1.555 1,680 2.115 17. L17. FL HHUS48 61h 14 3% 7'Ar 3 22) 16d 8)16d 2,000 4,215 4,770 5.150 6,440 1.720 3.615 4,C95 4,415 5435 HGUS48 67h. 12 3% 7146 4 1 (36)16d 12)16d 3,235 7,460 7,460 7,460 7,460 2,785 6,415 6,415 6,415 6,415 HGU048-SDS3 7y4 12 3% 6'/. 4 2M h" x 3' SDS 6)'A"x 3" SDS 2.565 7.330 7,330 7,330 7,330 1.845 5,280 5.280 5.280 5.280 Fl LUS410 6'/. 18 3%. B4: 2 16d 6)16d 1,745 1.830 2,090 2.265 2,870 1.500 1.%5 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'n6 121 3% 9Hc 4 46)16d 16) 16d 4,095 9,100 9100 9,100 9,100 3,525 7,825 7825 7,825 7,825 HGU0410-SDS3 9'/. 12 341 I 8'h 4 28)'/4'x3"SDS 10'/."x3"SCS 3.440 7,415 74i5 7,415 7.415 2A75 5,340 5,340 5,340 5,340 FL HGLIS412 10'/e 12 34 10'/r. 4 16d 20)1Ed 5,045 9,600 9,600 9.600 9,600 4,335 8,255 8,255 8,255 1.255 1 17. L17, FLHOUS414117h6123% 12%. 4 66)16d 24I6d 5,515 10.10010.100 10.00 10,100 4,745 8.6a5 8.685I81i 8,685 1. Up[R bads have peen increased for wind or earthquake loading with no further increase allowed. Recuce where other bads govern. 2. Wind (160) is a download rating. 3. Minimum heel height shown is required to acheve full table bads. For less than minimum heel height, see technical bulletin T-C REDHEEL at strongtie.com. 4. Truss chord cross -grain tension may linit allowable loads in accordance with ANSVFPI 1-2007. Simpson Strong-TIe° Connector Selector'" Software includes the evaluation of cross -gran tension in its hanger allowable bads. For additional information, contact Si-rpson Strong -Tie. 5. Simpson Strorg-Tie* Strong -Drive' SDS Heavy -Duty Connector screws are permitted to be installed through metal truss plates as approved by the Truss Designer, provided the requirements of ANSVrPI 1-2014 Sections 7.5.3.4 and 8.9.2 are met (pre -drilling required through the plate using a max -mum of Va* bill). 6. Stron g-OrNe SDS Heavy -Duty Connector screws that penetrate all plies of die supporting girder (screws must penetrate a rnlnin-um o1 1" Into 11,a Last truss ply) may also be used to transfer the lose through all the plies of lf•e suoportng girder. When Strung -Drive SDS Heo4-Duty Corrector spews do not penetrate on pies of the supporting girder truss, supplamental Strong -Dove SDS HeayrDuty, Connector =crews at the hanger locations may be rogLLred to transfer the load to the truss pies not peretrdtad by the face fasteners. as detemrid by the Cesigner. 7. The suppo tng girder truss must have adequate thickness to accommodate the screw length, so that the screw does not prctrude out the back of :he girder. 3'- or 4 h"aong Strong -Drive SDS Heavy -Duty Connector screws rnzy be substituted for the longer Strong -Drive SDS Heavy -Duty Connector scre,vs with no load reduction. 9. Loads shown are based on min mum of 2-ply 2x car" member for naded hangers. With 3x carrying members. use 16d x 2'h nails into the header and 16d commons into the )oist with ro bad reduction. With single 2x carrying members, use 10d x I W nails kilo the header and 10d corninuns into the joist, and reduce the bad to 0.64 of the table value. 9. Nails. 16d = 0.162" die.,.( 3'h" lung. See pp. 26-27 for other na-1 sizes and information. CL 237 to O YV Cc C0 U Wffl3 H V r l4 CL Simpson Strong -Tie' 14/ood Construction Connectors Face -Mount Truss Hanger The HTU face -mount truss hanger has nal patterns designed specifically for shallow heel heights, so that full allowable bads (with minimum nailing) apply to heel heights as low as 376'. Minimum and maximum nailing options provide solutions for 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 116' max. to allow for greater construction tolerances (maximum gap for standard allowable bads is'/.' per A.STM D1761 and D7147). See technical bulletin T-C HANGERGAPS at strongtie.com for more information. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes Can be installed filling round hales only, or filling round and triangle holes for maximum values See alternate installation for appltcalions 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 671/2•. See Hanger Options on p. 239 for allowable bads. Sec: engniecriivj let ler L-G-HIUSD at strongtie.com for installation Huth Strong -Drive= SD I' ieneis. Codes: See p.14 for Code Reference Key Chart Min. heel height per table HTU26 Typical HTU26 Minimum Nailing Installation 1,t,' max. gap between end of truss and carrying member SIMPSON Strong -Tie Alternate Installation - HTU Installation for HTU28 Installed on Standard Allowable Loads 2x6 Carrying Member For'h' maximum gap, (14TU270 similar) use Alternate Allowable Loads.) pr These products are approved for i nstalatton with the Strorg-Drlve° SD Connector scree See Pp. 39 70 for more Inlormatan. Standard Allowable Loads ('A" Maximum Hanger Gap) Min. Dimensions (m.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Cede Model No. Heel Height W H g Carrying Member Carried Member I Uplift I160) Floor 100) Snow1 (115) Roof 125) Wind 160) Uplilt 160) Floor 100) Snow 115) Roof 125) Wind 160) Ref. Single 2x Sizes HTU26 31h 1% 5% Th 20) 16d 11)10d x 1'h' 730 2,S40 3.045 3,045 3,045 630 1 1,920 1 1,920 1,920 1 1.920 HTU26 (Min.) 376 1% 57/v Th 20)16d 14)10d x 115' 1,250 2 e40 3,200 3,200 3.200 1.075 2,015 2.015 2,015 2,015 1111.126 (Max,) 5'h 15S 5% 3h 20) IGd 20)1Od x 1 h' 1,555 2,940 3.340 3,000 4,010 1,335 2,530 2.870 3,095 3,450 17 IIIU28 (Min.) 3h 15i 71k 3'h 26) 16d 14)10d x 1 h' 1,235 3,820 3,895 3,895 3.895 1,060 2,920 2,920 2,920 2,920 L17, HT1128 (Mai j 71s 1% 7Vr 3h 26) 16d 26)1Od x 1'h' 2.140 3,820 4,340 4,680 5,435 1,840 3,285 3.730 4,025 4.675 FL HTU210 (Min.) 376 1% 9146 Th 32) 16d 14110d x 1'h' 1,330 4,255 4,35S 4,355 4,355 1,145 3,265 3,265 3,265 3,265 HTU210 (Max.) 91A I % 914 Th 32)16d 32) I0d x I'h' 1 3,315 1 4,705 5,345 5,760 5,995 2,850 4,045 4,595 1 4,955 5,155 Double 2x Sizes HTU26-2 (Min) I 376 3V. 57Ac 31h 20) 16d 1 (14)10d 1.515 2,940 1 3,340 3,600 3,910 1 1,305 2,465 2,465 1 2.465 2,465 HTU26-2 (Max,) 51h 3Kr 5%6 3h 20) 16d 20)10d 2,175 2,040 3,340 3,600 1,870 2,530 2.870 3,095 3,855 HTU28-2 (Min.) 3'h 3y. 7Hc 3'h 26) 16d 14) 10d 1,530 3,620 4.310 4,310 3,235 3.235 3,235 3,235 177. HTU28- 2 (Max.) 71/. Tti6 716 Th 26116d 26110d 3,485 3.820 4,340 4,680 H4,81 E99 3.285 3.730 4,025 5,030 FL FLHTU2to- 2 (Mint 3% 34S, 9V. 3'h 32)16d 14) 10d 1,755 4,705 4,815 4.815 3,610 3,610 3,61U 3.610 HTU210- 2 (Max.) 91A 314c 9Y. 3'h 32)16d 32)10d 4,110 4.705 5.345 5,760 4.045 4.595 4.955 6,190 1. The maximum hanger gao Is measured between the joist (or truss) ene and the Carrying member. 2. Minimum heel heights required far full table loads are based on a minimurn 2/ 12 etch. 3. Uplift has been increased for wind or earthquake loading with no further increase allowed, reduce where other bads govern. 4. Wind (160) is a download rating. 5. For hanger gaps between 11t' and h', use the Alternate Allowable Loads. 6. Truss chord ooss jra'n tension may Urns a0owabla locals h accoldanca with ANSI/TPI 1-2014. Simpson Strong -Tie' Connector Selector` Software includes the evaluation of cross -grain tension in Its hanger alowaole bads. For adcitional information. contact Simpson Strong -Tie. 7. Loads shown are based on a rnirvnwm 2-ply 2x carrying member. For single 2x carrying members, use N10 (1 Od x 1 h') nails into the header and reduce the allowable download to 0 70 of the table value. The allowable uplift is 1009' of the taola bad. 8. Nails: 16c = 0.162' dia. x 3 h' long. 1 Cd = 0.148' die. x 3' long, 1 Od x I V = 0. t 48' dia. x 1 h' long. See pp. 26-27 for other cal 7PS and information. 238 UPDATED 04117/17 Simpson Strong -Tie= Wood Construction Connectors Face -Mount Truss Hanger (cont.) These products are approved for installation with the Strong -Drive" SD Connector screw. See pp. 39-40 for more information. Alternate Installation Table for 2x4 and 2x6 Carrying Member SIMPSON Strong -Tie Min. Minimum Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code Model No. Heel Height Carrying Ref. Carrying Carried Uplift Floor Snow Roof Wind Uplift Floor Snow Roof Wind in,) Member Member Member 160) 100) 115) 125) 160) 16) 100) 115) 126) 760) HTU26 (Min.) 31A 212x4 10)16d 14)10d x I'h" 925 1,470 1,670 1.800 2.040 795 1.265 1.435 1,550 1,755 HTU26 (Max.) 5'h 2) 2x4 10)16d 20)10d x 1 h" 1,310 1,470 1,670 1,800 2,250 1,125 1.265 1,435 1,550 1.935 I7, HTU28 (Ada..) 71A 2)2.6 20) 16d 2)1Dd x 1'h' 1,970 2.940 3,340 3,60 3.905 1.695 2.530 2.870 3,095 3,360 FL FL HTU210 (Mdx.) 1 91h 1 (2) 2x6 20)16d 32)1Od x I th- 2,760 2,940 3,340 3,600 1 3 GO5 2.375 2,530 2,870 3,095 3,360 1. See table above for dimensions and add tional footnotes. 4. Nails: 16d = 0.162' dia. x 31h' long, 10dxl h = 0.148" dia. x 1 h' long. 2. Maximum hanger gao for the alternate installation is h'. See pp. 26-27 for other nad saes and information. 3. Wind (160) is a download rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Min. Dimensions (tn.) Fasteners OF/SP Allowable Loads SPF/HF Allowable Loads Code Model No. Heel Height W H 8 Carrying IMember Memher 16) Floor 100) I Snow 1151 12°5) 16) 1Wind60) floor 1 0) Snow 115) 1ift25) 160) Ref. Single 21 Sizes liTU2G8 3'h 1% 5'% 31/a 20)16d 11)10dxIIh 670 2,735 2.735 2,73S 2,135 S/5 1,725 1,125 1.725 1,725 HTU26 ((Ain.) 3S4 I % 5%• 3'h 20)16d 14)10d x 1'h" 1,175 2,940 3,100 3.10 3100 1.010 1.955 1.955 1,955 HTU26 (Max.) 5'h 1 % 5'tii 31h 20)16d 20)10d x 1 h- 1.215 2,940 3,340 3,60 3,760 1.045 2.370 2,370 2,370 17 HTU28 (Min.) 31h 1% 7yu 3 h 26)16d 14) 10d x 1 h' 1.125 3,770 3.770 3,770 3,770 970 2.825 2.825 t3,765 2,825 L17, HTU28 (Max.) 7h 1 % 7'/u 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 3,765FL HTU210 (Min.) 3A 1% 9lta 3'h 32)16d 14)10d x 1'h" 1,250 3,600 3,600 3.60 3.600 1.075 2.700 2,700 2.700 HTU210 (Max.) 9'/. 1% 9 3h(32)16d 32)10d x 1h' 3,255 4,705 5.020 5.020 5.020 2.800 3,765 3,765 3.765 Double 2x Sizes HTU26-2 (Min.) 37A 3'A. 5rAi 1 3 h 20)16d 14) 10d 1.515 2.940 1 3,340 3,50 3,50 1 1.305 2,205 2,205 1 2,205 2.205 HTU26-2 (Max.) 51h 3M6 5% 316 2) 16d 20) 10d 1,910 2,940 3.340 3,50 3,50 1.645 2,205 2,205 2.205 2,205 HTU28-2 (Min.) 3A 36S6 7'h6 3'h 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, L1T HTU28-2 (Max.) 7'/. 344 7% 3'h 26)16d 26) 10d 3,035 3,820 4,340 4.680 5,555 2,610 3,285 3,730 4,025 4.165 FL HTU210-2 (Min.) 3zh 3% 9% 3'h 32)16d 14) 10d 1.755 4,255 4,255 4,255 4,255 1,510 3,190 3.190 3.190 3,190 HTU210-2 (Max.) 9'/. 33fi 9Ab 3'h 32)16d 2)10d 3,855 4.705 5,345 1 5,760 1 6.470 3,315 4,045 4,595 4,855 4,855 See :able footnotes on p. 238. Options: See Hanger Options information on pp. 121-123. Skewed Seat Shewable up to 671h'. Available in single and 2-ply size. No bevel cut required. Allowable Loads for Skewed HTU Hangers Fasteners DFL/SP Allowable Loads'." HF/SPF Allowable Loads'•' Model No. Skew Angle Degree) Carrying Member Carried Member Uplift 1331160) Download 100/115/125) Uplift 133/160) Download 1001115/125) 51 20)16d 14) 10d x 1 lb" 1.315 2,945 1,130 2,530 HTU26 51-67h 20 16A 12)10d x Ph- 970 2,595 835 2,230 51 26)16d 20)10d x 1'h" 2.015 3,060 1,730 2,630 HTU28 51-67 h 6)16d 17)10d x 1 th- 1,455 2,815 1,280 2.420 51 32)16d 261 IOd x Ph" 2.715 3,175 2,335 2.730 HIU210 51-67 h 32)16d 22)10d xt h" 2,005 3,040 1,725 2,615 51 20)16d 14)10d 1,335 2,555 1.145 2,200 HTU26-2 51-67'h 20) 16d 12) 10d 1,110 2.700 955 2.320 51 26116d 20) 10d 2,470 3,890 2,120 3.345 HTU28-2 51-671h 2616d 1710d 1,710 3.775 1,470 3,245 51 32) t6d 26)10d 3,00 4.135 3,100 4,245 HTU210 2 51-671h 32) 16d 22) IOd 2,255 4.790 1 1,940 4,120 flange I A" Acute flange side 0' Specify angle Top View HTU Hanger Skewed Right < 51 0' Slimly angle 51' to 671h' 1. Uphtt Wads have been hiereasad for w•irid or 3. Maximum haixjet gap between end of lobl (truss) and face of Top View HTU Hanger earthquake Wading wth no further increase carrying member is'h'. Skewed Right 2 51' allowed. Reduce where other Wads govern. 4. Nails: I Gd = 0.162' dia. x 3'h' long. I Odx t h = 0.148' dia. x Ph'brg, 2. Allowable downbads may not be increased. 10d = 0.148' dia. x 3' long. See pp. 26-27 for other nail sizes and information. l0 239 8 z0 mz 19 v. R 0 2i Simpson Strong -Tie' Wood Construction Connectors Adjustable Truss Hangers this product is preferable to similar connectors becauseofaseasierInstallation, b) higher loads, c) lower installed cost, or a combination of thoso features. - The THA series have extra long straps that can be field-foirned to give height adlustability and top flange hanger convenience. THA hangers can be installed as top flange or face -mount hangers. THA4x and THA2x-2 models feature a dense nail pattern in the straps, which provides more installation options and allows for easy top flange installation. Material: See table Finish: Galvanized. Some products available in ZMAX° 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 table. Top nals shall not be within 1W from the edge of the top Flange members. For the TIiA29, nails used for joist attachment must be driven at an angle so that they penetrate through Ilya ewnxir of the joist and into the header. For all other top flange installations, straighten the double shear nailing tabs and install the nails straight into the joist. Face Mount Installation — Instal all face nails accordinc to the table. Not all nail holes tArill be rifled on all models. 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 loads. Instal the tabulated face nails into the face and top of the carrying member. Nails used for the joist attachment must be divan al an angle so that they penetrate through the comer of the joist into the header. Uplift — Lowest face nails must be filled to achieve uplift bads. Options: THA hangers available with the header flanges turned in for 35A" (except THA413) and larger, with no bad reduction - order THAC hanger. Codes: See p.14 for Code Reference Key Chart r-+-1 fir 1Ni forTHAL422 r 2w twTHA122-2 IM 7HA4262 6THAG422 L lwty,u y 215' bF THA422.2 ardTHA4262 o, i of to I- 6THA418 Face nails Top nails per table per table Double 4Y1- Use tuff table value SlndIe 4t2-_ See tootnote 3 i the double tabs and install it Into the joist Typical THA Top Flange Installation on a Nailer except THA29) Alternate Installation of THA422 e Double-ShearJDome Double -Shear Double- Naiing Naiing Side Mew Stxear • Available onSideMew; Naing Do not sore models) Top Mew .•a bend tab U.S. Palenl 5,603,5110 SIMPSON StrongilTie 2 O YDE• Q1. r c THA29 2 face ress Total) 4 top nails double shear nadng tabs and instil nags stra'pht Typical THA422 Top Flange Installation on a 4x2 Floor Truss Typical THA29 Face Mount Installation Typical THA29 Top Flange Installation 0 to 6 i30 Min. header depth O 229 Simpson Strong -Tie' IVood Construction Connectors Adjustable Truss Hangers (cont.) a 0 a 230 These proeucts are available wish additional corrosion protection. For more information, see p. 18. SIMPSON StronglYe Model No. 6a' Dimensions (In.) Min.' Flange Min. Depth Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code Ref . yy H C Carrying Member Carried Member Uplift 160) Floor 100) Snow 115) Root 125) Wind 160) Uplift 160) floor 100) Snew 115) Roof 125) Wind 160) Top Face Straight Slant Top -Flange Installation' THA29 18 15i 91yrc 1 5h 2'/6 4)10d 4)10d 4)10d 560 2,260 2,310 2,350 2,350 480 1,740 1,785 1,815 1,815 THA213 18 1% 13'f6 51f. 1'h 4) 10d 2) 10d 4)10d x 11h' 1,615 1.615 1.615 1,615 1,280 1,280 1.280 1,280 THA218 18 1% 17-MG 5h 2 4) lOd 2) lOtl 4)10d x 1 h' 1,615 1,615 1,615 1,615 1,280 1,280 1,280 1,280 THA218-2 16 3'A 17To 8 2 4)16d 2) 16d 6)10d 2,245 2,245 2.245 2,245 1.935 1.935 1,935 1,935 18. Ll5, THA222-2 I 3% 22 c 8 2 4) 16d 2) 16d 6)10d 2,245 2,245 2,245 2.245 1,935 1,935 1,935 1,935 FL THA413 18 3% 134ic 4h 1 h 4) 10d 2) 10d 4)10d 1,615 1,615 1,615 1,615 1.280 1,280 1,280 1,280 THA418 16 3% 17h 71A 2 4) 16d 2) 16d 6)10d 2,245 2.245 2,245 2,245 1,935 1,935 1,935 1,935 THA422 16 3% 22 7'A 2 4) 16d 2) 16d 6)10d 2,245 2,245 2,245 2,245 1,935 1,935 1,935 1,935 THA426 14 3% 26 77A 2 4)16d 4) 16d 6)16d 2.435 2,435 2,435 2,435 2,095 2,095 2,095 2,095 FL THA422-2 14 PA 221Kc 9% 2 4)16d 4) 16d G)16d 3,330 3,330 3.330 3,330 2.865 2,865 2.865 2,865 FL,170 THA426-2 14 7'/ 261fc 93: 2 4) 16d 4) 16d G) 76d 3,330 3,330 3,330 3,330 2,865 2,865 2,865 2,865 FL,170 Face -Mount Installation' THA29 18 1 % 91A6 51A 91Y* 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% 131i6 51h 13-54 14)10a 4)10d 1,170 1955 2,020 2.065 DGS 780 1,68U 1,735 1 775 1,775 THA218 18 1% ITK6 S'h 173{6 18) 10d 4) 10d 1,170 1,955 2,020 2.065 2,065 780 1,680 1,735 1,17,9 1.775 THA218-2 16 3'At 171Kc 8 14 MG 22) 16d 6) 16d 1.855 3,695 3,695 3,695 3,695 1.595 3.185 3,185 3,185 3,185 18. L15, THA"222-2 16 31S 221A, 8 14Hc 1(22)16,1 6) 1Sit 1,855 3,695 I.F95 3.695 3,695 1,595 3,185 3,1&5 3.1&5 3,185 FL THA413 18 3% 13%6 41/1 13% 14) iOd I - 4) 10d 1.170 1,940 2,235 2.400 2400 780 1,660 1,910 2,075 2.210 THA418 16 3% 171h 7h 141Ac 22) IGd 6) 16d 1.855 3,695 3,695 3,695 3,695 1,595 3,185 3,185 3.185 3,185 THA422 16 39(t 22 1 7 h 14Nc 22)16d 6) l6d 1,855 3,695 3,695 3,695 3,695 1,595 3.185 3.1115 3,185 3,185 THA426 14 35i 26 PA 1611c 30)16d 6)16d 1,855 4,480 4,430 4,480 41480 1.595 3,855 3.855 3,855 3 655 FL THA422-2 14 71/4 22'Nc1 931 16;Sc 1(30)16d G) IGd 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 7h 2615c 9ii 18 38)1Sit 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. Upl ft has been increased 6016 for wnd or earthquake loadirg w,.h no further increase 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 10d x 1'h' top nails and (2) 16d face nods with reduced allowable loads as noted: THA418/THA422. 1,415 to. for DF/SP, 1.215 to. for SPF; THA426: 2.245 lb. for DF/SP, 1,930 lb. for SPF; THA422-2/THA426-2: 2,345lb. for DF/SP, 2,015 lb. for SPF, Loads are baser on hanger installations at panel points. 4. Face -mount installation loads are based on minimum of 2-ply 2x carryng member. For sirgle 2x carrying members, use 1 Did x 1 h' nails into the carrying member and tabulated fasterers into tho tamed member, ano use 0.80 of the table value for 18 gauge, and 0.68 of the table value for 16 gauge and 14 gauge. 5. Min. lop Flange refers to the minimum length of strap that must be field formed over the header. 6. For the THA 2x nwoe6, one strap may be installed verlcaay, accordug to the face mount nailing requirements ano the other strap wrapped over the truss chord according to the top flange nailing requirements (see drawing on p. 229) ant achieve full tabulated top flange installation loads. 7. Nails: 16d = 0.162' dra. x 3 h' big. 10d = 0.148' de. x 3' long, 10d x 1'4' = 0.148' dla. x 1 h' long. See pp. 26-27 for other nail sizes and infermatson. 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 he field -formed over the header a minimum of 21k• Minimum and maximum nailing configurations available — see table for nailing requirements Codes: See p. 14 for Code neference Key Chart THAL422 SIMPSON Stl 011gTie Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord r Dlmenslorc : w Min. Top Effective Fasteners. OF/SF NlowableL'oads` SPF/HF Allowable Loads Uplifl Floor Snow r' Roof Model- No:. Ga. in.) :k G Chord on Carrying Height ' Carrying Member : Carried Member k p, --,'wn^ + Snow Root Coae Ref. Member Hod UpldtlR9_,ri 160jYr(fody (115) rj(125) 160) 100) 115) 125) W H C' Top Face Straight Slant Single 4x2 9min. 4) 10d x VA" 2) 10d x 1 %" 1) l Off x l la" 2) 10d x 1lb" 880 880 880 755 755 755 THAR/ L422 Min.) 16 3 i 2295 8 Double 9 to 12 2) 1.525 1,525 1.525 1,315 1,315 1,315 4x2 4) tOd 4) 2) tOd 1) tOd IOdx I1 h' L 5, FL 121,090 1,090 1.090 935 935 935 THAR/ 1_422 16 3'h 22% f : BDouble 9 min. 4)10d 8)1Off 1) 10d z2j1 f'310' 675 675 6675' 265 1.440 1,4c0 1,440 Mai.) 4x2 10d h' a:- 1, Uplift has beer, increased for wind or earhquake loading with no t Aher increase allowed: reduce where other bads govern. 2. Roof bads are 125% of floor loads unless I.mneo by other criteria. Floor bads may he adFrsled for bad durations according to the code provided they do not exceed those in the roof column. 3. Whe•e the top of the carried member 6 rush vrith the top of the carrying me,—. ber, Hen 6 equal to the depth of the cariec member. Otherwise, Hen shag be measured from the lop of the bearing seat to the top of the carrying member. 4. Nails: 10d = 0.148' dia, x 3' long, 10d x 1 h' = 0.148' cia. x 1 W long. See pp. 26-27 for other ra,l sizes and information. W 0. 241 Simpson Strong -Tie- Wood Construction Connectors i Truss Hip/Jack Hanger The versatile THJA26 can accommodate nght- or left-hand hips (at 45-degree skews), and can be installed before or after the hip and jack. Can also be used for double (terminal) hips. Material: 14 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes. All multiple members must be fastened together to act as a single unit. Shall be attached to a double girder truss to allow for required minimum nail penetration. See footnote 3. Options: These hangers cannot be modified Codes: See p.14 for Code Reference Key Chart vd aQ li, 0 C D Top View Left -Hand Hip Installation THJA26 nwrking Point II Top View Right -Hand Hip Installation SIMPSON Stro,,L-Tie Typical THJA26 Installation Top View Terminal Hip without Center Common Jack Fasteners r ,,DF SP AOowable,loads, SPF/HF Allowable Loads Model . No. Carried Member, Code pet, Carrying i . Hip ggUplitt 4 QFloor"Siiow4! ftdilt Wlndi Upllll Flbtii . Snow 8001 Wind Member Jack 160),',(100)+r,(1M5) 4 i+r ._..s. i, t - 125) r'`(160); 1 160) 100) 115) 125)' 160) Hip 720 2.010 2,310 2.450 2,450 590 1.740 2.000 2.100 2,100 THJA26 20) 16d 6) IOd x 1'h' 4)1pd x 1'i III, FLJack240;;670; n /•/Orly 815.,815 i 195 580' 670 700 700 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,rnd or earthquake loading wah no further increase allowed; recuce where other bads govern. 2. Wind (160) Is a download ra:irty. 3. Loads shown are based on a minimum (2) 2x6 carrying member. For single 2x carrying members (min. 24), use 10d x 1'h' nails and use 0.67 of the table value. For (2) 2x4 carrying members, multiply the download by 0.50. 4.16d sinkers (0.148' die. x 3'/.' bng) may be substituted for :he specified 16d commons at 0.85 of the table bad. 5. Tabulatod hip and jack allowable loads assume that 75% of the total bad is distributed to the hip and 25% to the jack. It is permdled to distribute 65% to 85% of the tabulated total bad to the hip, and the remaining percentage of Iota] bad to the jack. The combired hip and jack bad may net exceed the published Total Load. 6. For terminal hips, divide the total allowalle bad by 2 to determine the allowaah_ bad for each hip. 7. Truss chord cross -grain tension may linut allowable bads in accordance with ANSVfPI 1-1101?. Simpson Strong-Tio` Conroctor Sebctor` software includes the a'raluation of cross rain tension in its hanger allowable bads. For additional information, contact Simpson Strong -Tie. 8. Nails: 16d = 0.162' cm. x 31h' long, 10d x 1 h' = 0.148' da. x 1'h' long. See pp. 26-27 for other nail sizes and nfonnaion. t9 247 VALLEY FRAMING & BRACING DETAIL Lumher Size and Grade Minumum Reauirements TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psf (TL) lend 20 psf (TD) Max. the crippes for .ach row rSaMtg from the valleys or sleepers w orking'Inward to the ridge board so that crtpplo locations are gerad between rows. royal inhection Requirement Notes W rafter's to ridge 4 16d toe -nails. Cripple to ridge 4 16d toe -mils Cripple to ratter. 4164 toe -nails 16d face -nails Rafterto sleeper or blocking_ 516d toenails Itafter to MD 21t6 sleepers. 4115d toe-rugS Sleeper totruss 416d toe -nails Two 2x6 steepen to truss 316d toe:mOs each sleeper & truss Ridge board to rod block 416d toe -mils Ridge board to truss 4 lid toe -nails Prurm to (Typ) 316d toe -mils LTrTaf to blocking 4 1id toe -nails Truss to cripple 416d toenails Truss to cripple 416d toe-nalts Cripple to pur0n 316d tot -malls GENERAL NOTES CRIPPLE, BRACING, 8 BLOCKING NOTES _ rheamtone r 4lwtoe nails Pur1Hn mqul 2'4- O.C. in absence of plywood sheathlny NpTE: 16d (O.Ii2'x3.S') COMMON NAILS gas continuous (0.i4 restraint & Or min 4 requiredscab for cripplee t n& to to fl longgTrussespithoytsheathingappliedmustbeevaluatedaccordingly. nailed wT 2 -10d (0.1 a8Sg7 ^,n• Or 27A •T or crab nlnforrament nailed la flat edge Purlim should ov_edsp sheathing am truss spacing minimum. ' of crappie with 10dj0,12e'x3.D") nails st i" o.c 'Tor scab must be 30% of triode Iwtgth, In oste that this is bnpnclical; ovedap sheathing a minimum Cripples owr W-0 .long raqure two CLR's or both faces Wi "T" or sub. Use ess of i", ind mg upwards through smathing Into purlin Milt a graded lumber L. box or common nags• mdnlmum of add O.t11"x2s"),commen Win nails: 14arrow edge of cripple can face ridge or rafter, ` Flfects of not prodding sheathing below a varlay set as long as tho proper number of nails an must be ivilustsd by the building designer. installed Into rldge,board This drawing applies to valleys With the following conditions: 4nsta0 blocking under raftor If slcapars on not used. Spans (distance between Mey) ail'-0" or lass 4mLag blocking under cripples If crlpplos fag between lower truss d. Mialmum valley height; W-0' -Apply mll ng In aeco dames o currant and lateral gNDS reIs not quirements. 44axlrrtum man roof might: 30 feat Nails are common win nails urdesi noted otherwise. ,A ` SCE 7-05,140 mph, Enclosed. Cat II, Exp 8,1=3AA , Krts1H. OfA MaximumofASCE7-10, 190 mph, Enclosed, Eap D, K:t--1.0 T>f f -- - (/ (A) d) (•• 1 rva+mo— tea NO M.LW Nl KM, o+ Tray WAVDG arevrTNn staraat roar trtr.Vnc To ALL mm/CT=-1CoSlmba TK bGIAtl11t1° fl RI.?- a aC. No. f OvV1TtLL 20 30 40 54 REf VALLEY FRAMING DATE 10/01/ 14 T—= MN. ,N. r. on ti hert._w t•.A'.a, whb•t0. Mt•lov •m rrC rm•. a tet.. t wu , ar sat ua.a 0,, • s•r.•y tww ,We. q Tn —1. wean •+r P_ To vim.. rwa Pro_ ~ e ' TC DL 10 20 7 7 DRWG VACNV1601015 w,. w,n.t.a er...,.., r w.a uro r.•. a••rwrtr.e,.dw atrvewa.l ry v*q .ti trt=en a,•iA spew BC DL 0 0 0 0 O ( ALP sru t+•e r•aelt es.e. ilea Lwtb r • om .. t Itst,.l •.ay.tnyr 4• er Ice t 1 a wau.e ear St' :_d - n, tT a am, ., .aaaw. r rat., t ..o i r .e .na ge LU ro•,t . * .r.r a w bA t o.s.t.....+* +a.a an...t_ s a•.••ra tea-1 irr nvdtre d.er eosnion STATE Q BC LL 0 0 0 0 r trttlrmrtfwty NTIv, • • pins, w [Tv t>,.M...,t. '^ '"' .e+ " nap.or, "' '^" cet a.wo . r r.r...oetiw spar n m .rwrc..nit Navnt t .. rr w Q; V OR1I a TOTLD.30 00 47 61 A seat o" Wr,en e r we MP fbY,e trb .d.p w?a+n v •I pr.r,aaktil te. w r. ry c... V S/ bUR. i.•tr+ r win d.o.,. •..puts w..+,.. w +i. ariV btbw. NeznrR t N L FAC. 1.25/1 15 SRACING• SEE ABOVE Wr o e 1.1m sALYM —1plo — i Tr; tpi at , SSCA ;, mo"t:.m;,,., t Cracked or Broken Member Repair Detail Load Duration = 0% k hard Monthpr forces may be Increased for Duration of LoadThisdrawingspecifiesrepolrsforatrusswithbroenco or web member. This design Is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break Per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer For, any repairs that do not comply with this detail. B) - Damaged area, 12' max length of damaged section U a 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. Apply one scab per face. Minimum side member lengths) = (2)(U + (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 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail Is limited to Visual grade 81 and MSR grade 1650f. 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 sectbns occurring within the connector plate area. Broken chord may not support any tie -In loads. L 4' o.c iTyplcal f— O + O + O + O O + O + O + O + 2' Stagger Back Face IOd Box (0.128' x 3', min) Nallsl Front Face 2x4 Member _ fiouble Row Stagger( 2x6 Member rl le Row Staggere Maximum Member Axial Force Member Size L SPF-C HF DF-L I SYP Web Only 2x4 12, 620# 635# 730# 8000 Web Only 2x4 18, 975# 1055# 1295# 14150 Web or Chord 2x4 24' 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30, 1910# 19600 2315# 25554 Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36, 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 43950 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 1 5280# 6095# 1 6660# Nail Spacing Detail I wNDml _ wAD ro rmAav ALL MOTH a TIDS IRAVaO 0eaRN r- rLW M TIES VR1VDG TO ALL fDMtN:TM3 WLUIM TW D6TAI I OM 1wsH -RJv wthnr b W r/aaw /M la4st rrdrr a/ RC.II W Wf0 CD,OaI.nt fN.ty LMI•r,+tb M/ TrI •ry, 1IpG)p M1. aN•tyIMnrotitMrb W,GPr 1 psYslr6W bl lYrr ly0.•0•KY •tt.Or i wtnCNMI slr•t•'.'R'ud balm 04 LdragMryrr'rr•rly tt.chr Ir+ •IYr •catrN Mn1 /r M,+r•,nt latrLl n t-ml N N a a.. .. Er.thD h•tNIN M r IT „" ....I...7'..::: e. wa N S^uu •N .• Porn atwva •nd an ot Or44, rn rot AN rrW COMPANY trim~ -:.ha f.lwrvti Mi w trnt,ai Ir cen/ter urMNWfVT I MIk hand dlrr.p ha LDa ss•d I , b+elq M trvaws. mHiaYr.Mry r rwr. M ttnhe tra o•.Ap h/c•tn awrtsrro N rnharand rr i Cyr. ••wrr< r rw+h w w Sou iLLD— P_ W— 1 i• i ~'M E. M RY.M nt Dtlt. rr h/r,ra•n a1• Wa 1's prn•ral tts • w tMww N dt•u ErN try. MO r!'NS YlDRi .w.l Mt.cau Ira rw.tprT.a.y au m.rG Aa<try IW wrxcune.R S L Mfrbtun L pfluxr Miun I L Dl.tarc. L L REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 24, 0' MA 11 \ S i NOTE: IF P.ALLETS'OF CONSTRUCTION MATERIAL NEIGHING MORE RECOMMENDED SHORING DETAIL THAN 500# TO BE PLACED -.,ON FLOOR TRUSSES, SHORING x CONCENTRATED LOAD DUE TO,UPP.ER FLOOR CONSTRUCTION MATERIAL. PROVIDE '2'0' CLEARANCE"ON: ALL.SIDES OF A ;PALLET. MAXIMUM HEIGHT PER PALLET-tS,.20000. • LOAD MUST BE- SPREAD OVER AT LEAST 2—TAUSSES. NOTE: SEE APPROPRIATE ALPINE DRAWING.FDA.LUMBEA. PLATES AND OTHER DATA NOT SHOWN MERE. bnildine Mnlcrinl Wif, NOTE: SHORING MATERIAL ANO LABOR TO -INSTALL AND TO REMOVE THIS 1/2" gypsum bd. = 2:2 pt(/ I/Z" layer MATERIAL' -IS TO BE SUPPLIED 5/8" gypsum bd, -2.8 psf/,5B-'r la'yc'r BY THE CONTRACTOR. Ri 8" cone. block - 60 ps(% B"-1dycY' masonrybriek-38ps(/_A",Inver;, 2 ,0_ 0 MINIMUM SUBFLOOR=UNDERLAYMENT *;_20.001#- 2) -2X6 HEADER - - , - 4,X4 OR (2)-=2X,4X.4;' 0", -UNDER TRUSSES WHEN_'.SHORING POSTS @ '4 ' 0 " 0 '. C . f' IS REQUIRED'., 91AP R6Y. 1/0/17 CLEAR SPAN -- - - - P T, TYP.---ALPINE SCALE REF DETAIL 0A.. 0DATE 09 U /96 DAW HCf2396074 s. ALPINE FRvravA.vn i+n rn fnim finn• istomer,, v. Carpenter Contractors of America Job Number N333522 IbDescnption VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 idress City, State, Zip: Alpine, an ITW Company 6750 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: City, State, Zip: Job Engineering Criteria: Design Code FBC 6th Edition (2017) State - View Version, 17 02 02.0211.16 JRef #: 1Wc189750075 Wind Standard ASCE7_10 Wind Speed (mph). 150 Roof Load (psi). 20 00-10 00- 0.00- Floor Load (pso: 40.00-10 00- 0 00- 5.00 5.00 This package contains a job notes page, 61 truss drawings and 10 details. Item Seal # Truss 1 190 18 1500.10176 FT1 3 190.18.1500.09988 MA 5 190 18 1500 10019 FT2 7 190.18.1500.11516 FT3 9 190.18.1500.11406 FT4 11 190.18.1500.11391 FT6 13 190.18.1500.10221 FT7GE 15 190 18 1500.11921 FT10G 17 190.18.1500.10331 A2 19 190 18 1500 11640 A4 21 190 18 1500.12406 A5GA 23 190.18.1500.10128 G2 25 190.18.1500.11314 G4G 27 190.18.1500.12545 C1G 29 19018.1500.12654 D2 31 190.18.1500.11004 L1 33 190.18.1500.12062 H 1 G 35 190.18.1500.10236 V2 Item Seal # Truss 2 190.18.1500.15229 FT1G 4 190 18 1500.10065 FT1GE 6 190.18 1500 12514 FT2GE 8 190 18 1500 10300 FT3G 10 190 18 1500 12063 FT5 12 190.18.1500.11438 FT7 14 190.18.150012484 FT8G 16 190.18.1500.10424 Al 18 190.18.1500.12000 A3 20 190.18.150011765 A5G 22 190.18.1500.12327 G 1 24 19018.1500.11500 G3 26 190 18 1500 10985 FG1 28 190.18.1500.11003 D1 30 190 18 1500 11005 MG 32 190.18.1500.10175 L2G 34 190.18.1500.12218 V3 36 190.18 1500 12093 V1 IR"11W11 rr 4 l .•' 01 a o ;AT E i oR` P..., Q s y, SS/ONAI- rr+uryrr+luwu v t'9 This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be 07/ 1 0/2018 verified using the original electronic version. e Florida Certificate of Product Approval #FL1999 Printed 7/10/2018 1:27 06 PM ALPINE Mro.- nWl Cifn /nfnrm finn• Customer v Carpenter Contractors of America Job Number: N333522 JobDescnptfon: VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Address: I City, State, Zip: Item Seal # Truss 37 190.18.1500.11673 MG1 39 190.181500.12108 MV1 41 190.18.1500.11345 ERA 43 190.18 1500 12342 E.17 45 190.18.1500.12468 CJSS 47 190.18.1500.11002 CJ3A 49 190.18.1500.11985 CJSA 51 190.18.1500.11001 CJ3 53 190.18.1500.11282 EJ74 55 19018.1500.12469 CJ34 57 190.18.1500.10003 HJ7 59 190.18.1500.12281 HJ7A 61 190.18.150010284 HJ2 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com Item Seal # Truss 38 190.18 1500 12498 MV2 40 190.18.150010191 EJ7S 42 190.18.1500.11657 EJ2 44 190.18.1500.11781 CJ1S 46 190.18.1500.12311 CJ3S 48 190.18.1500.11984 CJ1A 50 190.18.1500.11360 CJ5 52 190.18.1500.12124 CJ1 54 190.18.1500.12282 CJ54 56 190.18.1500.10080 CJ14 58 190.18.1500.11672 HJ74 60 190.18.150010192 HRS r o ATE 0NAIE., F This document has been electronically signed and seated using a Digital Signature. Printed copies without an original signature must be 07/10/2018 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 7/10/2018 1:27 06 PM Job Number: N333522 Ply: 1 1 SEQN. 1631 / T17 SY42 Cust' R8975 JRef: 1 Wc189750075 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Oty 9 FROM: PFH DrwNo. 190.18.1500.10176 Truss Label: FT1 KM / PPH 07/0912018 8' 1 "8 10' 6" 10 18'8"10 8' 1 "8 2' 5" 2 87' f -- 2'6" --1 2,6"12 --1-- 2,6"12 --{ 2,6"12 --}-- 2'6"12 --{ F5 i T'P) 4X6 =3X3 1.5X3 = 4X4 =W= 3X4 =4X4 A B C D E F G HI G1,a-i_I.,... I.,. x W 1.5X3 = 06 1112X4 Loading Criteria (psf) TCLL. 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld 55 00 NCBCLL 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24 0 " V U T S R QP O N M L 4X4 11115X3 1111.5X3 1111.5X3 1111.5X3 =4X4 =4X6 1111.5X3 W=3X6 Wind Criteria Wind Std' NA Speed: NA mph Enclosure: NA Category NA EXP NA Mean Height: NA ft TCDL. NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a NA ft Loc. from endwall: NA I. NA GCpi. NA Wind Duration NA Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 4x2 SP # 2 N :T2 4x2 SP #1: Bot chord 4x2 SP # 1 B2 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128" x3",min ). Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up 18'8"10 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 I RL Pf: NA Ce: NA VERT(LL): 0 233 R 939 360 X 1030 / - / • / - / - Lu' NA Cs: NA VERT(TL): 0.506 F 602 240 J 1013- Snow Duration: NA HORZ( LL). 0.039 M - X Min Big Width Req = 1.5 HORZ(TL)' 0 062 B J Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor 2 0 Bearings X 8 J are a rigid surface. Bldg Code FBC 6th. ed 201 Max TC CSI: 0 874 Bearing X requires a seat plate TPI Std' 2014 Max BC CSI 0 997 W 7.3 3. 0 T Rep Factors Used Yes Max Web CSI 0.605 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens Comp Chords Tens Comp. Plate Type(s): WAVE VIEWVer:170201A111521 A- B 0 -723 F -G 0 -2720 B -C 0-1916 G -H 0 -2037 C- D 0- 2669 H- 1 0 - 786 D- E 0- 2669 1- J 0 - 850 E - F 0 -2927 7 i • i • V , o ; ATE0 : , i4S/0NAf v #0 278 `wwewtrwwaw 07/ 10/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chards Tens. Comp W- V 1435 0 R- O 2927 0 V- U 2398 0 Q- P 2474 0 U- T 2398 0 P- O 2474 0 T- S 2925 0 O- N 2474 0 S- R 2927 0 N- M 1600 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-X 0-1008 F -Q 11 564 A-W 1151 0 Q-G 447 0 W-B 0-1131 G -N 0 675 B- V 763 0 N- H 694 0 V-C 0 -744 H-M 0 1190 C -T 471 0 M -J 1270 0 T -E 0 -618 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 shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7 SBCA) fb 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 hord shall have a proper y attach d riggid cellin9 Lovations shown forDermanent IatQral restraint 0f webs shall have braein9 insTalled per BCI sections Q3, B7 or 810, as app icable. Appply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. defer to ALPINE drawings 160A-Z fOrstandardplatepositionsAlpine, a division of ITW Buildl'nggComponQnts Group Inc shall not be responsible for any deviation from this drawing any failure to build the wm ,µy truss in conformance withANJI/TPI 1, or for handling, shipping, installalidn and bracing of lrussesA seal on this dr wirlI or cover page , , 2400 Lake Orange Dr. listing this drawing indicatesacceptanceofprofessionalenineerinqresponsibilitysolelyforthedesignshoNn. The suiCability Suite 150 and use. of thisyawingforanystructureistheresponsibilit?of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE. w .al ineitw.com; TPI w t inst or , SBCA: www.sbcjndustry com, ICC w Jcrsafe.org Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Truss Label: FT1G 811,18 8' 1 "8 2'6" --f-- 2'6"12 --{-- 2'6"12 --{ TYP) 6X6 1.5X3 = 5X5 A B T_ 50 1a =V2 B_ X W 1.SX3 =6X6 Ply 1 "jFR0M:RDG EQN 43939 / T71 / SY42 Cust: RR8975 JReI: 1Wcl89750075 Qty' 1 DrwNo: 190.18.1500.15229 SN / WHK 07/09/2018 10'7" 8 14'9" r 18'8"10 2'6'. } 4'1"8 '1 3'11"10 6X6 1114X6 C D V U T S R 5X5 =3X8 1114X6 W=3X6 18'8"10 18'8"14 3„1 1 „1H2'6"12 i W=3X4 1113X4 — =_4X10 =6X6 E F H I Q P 4X4 N 6X8 III6X8 JK w2 T —'q7 P M L J_9,4„ 8X8 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 Udell U# Loc R / U / Rw / Rh / RL / W TCDL 1000 Speed. NA mph Pf, NA Ce. NA VERT(LL): 0 266 E 821 360 X 1176 / - / - / - / - / 7 3 BCLL' 0.00 Enclosure: NA Lu: NA Cs NA VERT(TL): 0.508 E 583 240 J 1563 / - / - / - / - / 3 0 BCDL' 5.00 Category. NA Snow Duration, NA HORZ(LL) 0.024 M - - X Min Brg Width Req = 1.5 Des Ld 5500 EXP: NA 0.033 M - - J Min Brg Width Req = 1 5 CodeCode / Misc CriteriaNCBCLL: 10.00 Mean Height: NA It TCDL: NA psf Creep Factor: 2 0 Bearings X & J are a rigid surface. Soffit 2.00 BCDL: NA psi Bldg Code: FBC 6th.ed 201 Max TC CSI 0 885 Bearing X requires a seat tatgqplate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0 933 Members not listed have forces less than 375# Spacing 24 0 " C&C Dist a NA It Rep Factors Used: Yes Max Web CSI 0.687 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall NA FT/RT:12(0)/10(0) Chords Tens Camp Chords Tens Comp. I: NA GCpi NA Plate Type(s): VIEW Ver: 17.02.02C 0211 16 A - B 0 -911 F - G 0 -4066WindDuration. NA WAVE Lumber B-C 0 -2472 G-H 0 -3576 C- D 0- 3556 H- 1 0- 3559 Value Set: 13B (Effective 6/1/2013) D - E 0 -4117 1 - J 0 - 1484 Top chord 4x2 SP #1 E - F 0 -4068 Bot chord 4x2 SP 2400f-2.OE :61 4x2 SP #2 N: 4x2 SP #1. Webs x2 SP:W21 4x2 SP N: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumberrvalue se"138" uses design values approved 1/30/2013 by ALSC W - V 1816 0 R - 0 4117 0 V- U 3012 0 Q -P 4127 0 Special Loads U- T 3012 0 P- O 3872 0 Lumber Dur Fac =1.00 / Plate Dur.Fac =1.00) T - S 3013 0 O - N 3872 0 TC: From 100 plf at 0 00 to 100 plf at 18.61 S - R 4105 0 N - M 2847 0 BC: From 10 plf at 0.00 to 10 plf at 1830 TC' 695 lb Conc. Load at 14.63 Maximum Web Forces Per Ply (Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp All plates are 3X6 except as noted. tnumW1, Wzu J FL A pi A - X 0 -1128 0 - E 135 - 404 A AdditionalNotes OV.••'• t`•••• /L A - W W- B 1346 0 0 - 1368 E - P P- G 278 - 544 462 0 2x6 # 3 HEM better Q • v vl • FIR or continuous strongback y B - V 992 0 G - N 0 -449 Attach to each truss where shown with 3-1 Od Box or V - C 0 -794 H - N 0 -647 Gun nails (0.128"x3",min ). Strongback material to C - S 813 0 N - 1 1194 0 be supplied by erection contractor. O t7'+8 S - D 0 -1043 I - M 0 - 2061 Truss must be installed as shown with top chord up. D - R 452 - 89 M - J 2165 0 i • ATE 9• 40278' 07/ 10/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa ricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, byv TPI and SBCA) (br'safety practices prior to performing these functions. Installers shall provide temporarryy bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedrig4idceilingLocationsshownforDermanentlatQralrestintbfwebsshallhavebracininstalledp8rBCSIsectionsB3, B7 or 810. as app Ica01e. Apply plates to each face of truss and position as shown above and on the Joint9Detalls, unless noted otherwise Refer to ALPINE drawings160A-Z fpr standard plate positions Alpine, a division of ITW Build1nctCCompon nts Group In shall not be responsible for any deviation from this drawing any failure to build the co.,.WN trussinconformancewithANSI4PI1, or faor handling shippingq, installalidn and bracing of trussesA eal on this drawing or cover pa e , , 6750 Forum Drive listingthisdrawing, indicates acceptance of proTessiona! en ineenrly responsibill solely l or the desi n sho qn. The suitability anduse, of this a awing for any structure is the responsibilitgr of the Building Desig er per ANSI/TPI 1 Sec.2. Suite 305 For more information see thisjob's general notes page and these web sites ALPINE: www.al ineitw com, TPI: www.t inst or , SBCA w sbdridusl .com: ICC: www.iccsafe.org Orlando FL, 32821 Job Number: N333522 VARIOUS .9A6/9A7 ,258SE1258MA/258TA .RAO1 Truss Label: FT1A 8'1"8 8'1" 8 Pty. 1 SEQN. 1632 / T9 / SY42 Cust: R R8975 JRef, 1 WcI89750075 Qly' 1 FROM HMT OrwNo. 190.18 1500 09988 KM / WHK 07/09/2018 9' 8"8 1-7.. 18'5"9 8'9"1 1„ 2 6 — {-- 2 6 12 --1 2 6 12 —{ 1 4"8 -} — 2'6" 12 2'6"12 --}- 1- TYP) 4X6 15X3 =4X4 1111.5X3 3X6 5X8 III2X4 A B C D E F G H I J T 12 Ir,\/\/f\ VNI W1 I —IX W V U T S R Q PO N MLr9 K 1.5X3 =4X6 =4X4 1111.5X3 11115X3 1111.5X3 4X6 1114X6 III2X4 W=3X6 1111.5X3 17'2"15 1^2" 10 j- 18'5"9 Loading Criteria (pso 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): 0.147 S 999 360 X 976 / - / - / - / - 7.3 BCLL- 000 Enclosure NA Lu: NA Cs NA VERT(TL): 0 382 D 877 240 L 3174 /. / - / - / - 5.7 BCDL 500 Category: NA Snow Duration NA HORZ(LL): 0.027 B - - X Min Brg Width Req = 1 5 Des Ld. 55.00 EXP: NA HORZ L : 0 045 L L Min Br Width Re 1 5gq NCBCLL: 10.00 Mean Height: NA tt TCDL: NA psf Code / Misc Criteria Creep Factor 2.0 Bearings X & L are a rigid surface Soffit. 2.00 BCDL: NA psf Bldg Code FBC 6lh.ed 201 Max TC CSI: 0 744 Bearing X requires a seat plate Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI 0 963 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a. NA ft Rep Factors Used, Yes Max Web CSI. 0.627 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 01A 1115 21 A - B 0 -679 E - F 0 - 2628 Lumber B-C 0-1787 F-G 0 -2199 C- D 0- 2444 G- H 0- 1359 Value Set: 13B (Effective 6/1/2013) D - E 0 -2633 Top chord 4x2 SP #2 N Bol chord 4x2 SP #1 B2 4x2 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens Comp. Chords Tens. Comp. Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC W - V 1347 0 O - P 2502 0 V- U 2225 0 P- O 2502 0 Special Loads U- T 2225 0 O- N 1894 0 Lumber Dur Fac.=O 90 / Plate Dur.Fac.=0.90) T - S 2633 0 N - M 751 0 TC: From 100 plf at 0.00 to 100 plf at 18.34 S - R 2633 0 M - L 751 0 BC: From 10 plf at 0 00 to 10 plf at 1834 R - Q 2502 0 TC 1550 lb Conc Load at 16 15 TC: 328 lb Conc Load at 17 03 Maximum Web Forces Per Ply (Ibs) TC: 247 lb Conc. Load at 18.34 IIMUIltlfq Webs Tens.Comp. Webs Tens Comp. Plating Notes F`j'ip A - X 0 -955 F - O 0 -477 All plates are 3X4 except as noted. Gt s I A - W 1082 0 O - G 494 0 Additional Notes OtOV ••. s4k W - B 0 - 1061 G - N 85 2x6 #3 HEM -FIR or better continuous strongback. j • B- V 697 0 N- H V - C 0 -676 H - L 946 00 0 -2428 Attach to each truss where shown with 3-1 Od Box or Q w e ; C - T 398 0 L - 1 0 - 781 Gun nails (0.128"x3",min.). Strongback material to O 648 ; T - D 54 -486 I - K 396 0 be supplied by erection contractor R - F 539 -156 Truss must be installed as shown with top chord up. o •; ATE 9 •• `c, pc,• OROP.•\k.,.e o 278 OIVnq 07/1 o/z0 t 8 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handling shippin installing, and bracing. , Refer to and follow the latest edition of BCSI (Building Went Safety Information, b, TPI anc7 SBCA) & safety ractices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathingg and bottom hord shall have a properly d rigid ceiling Locations shown for Dermanent latgral restraint of webs shall hav bracln inslalled per BCI secoons $3, B7 or 810, icalee. Apply lates to each face, of truss an a position as shown above and on the Joinl9Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. ALPINE a division of ITW Buildingg ComponQnts Group InC shall not be responsible for any deviation from this dr;awin anv failure to build the w, conformance with ANSI/TPI 1, or for handliriq shipping, Installation and bracing of,trussesA eal on this dr wirfq or cover page, , 2400 Lake Orange Dr. this drawing indicates acceptance of pro essiona en ineerinq responsibillty solely >or the desi n sho n. The suiTabllity Suite 150Ie, of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. information see this job's general notes page and these web sites ALPINE www alpinedw corn; TPI: w Jpinst.org; SBCA www sbcmdustry.com; ICC' ywav imsafe org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON 1634 / T8 / SY42 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty. 1 FROM: PFH Truss Label: FT1GE 12 119' i 8'0"10 1E'5"2 7-g{8"10 F 1'9" 5'0"14 + 10'4"8 '3'8 1 8I3.14 r•1 - 6'5"14 -{-- 2'6" —;-- 2'6"12 —}-- 27'4 —1 2-5.8 TYP) F•— 2'1 1" —'1 1'4" - TYP) T_ o 1 s= Iu ry s' Loading Criteria (pso TCLL: 4000 TCDL. 1000 BCLL: 000 BCDL: 500 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration. 1.00 Spacing 24.0 " Wind Criteria Wind Std. NA Speed: NA mph Enclosure. NA Category: NA EXP' NA Mean Height NA ft TCDL NA psf BCDL: NA psf MWFRS Parallel Dist. NA C&C Dist a NA ft Loc. from endwall. NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 2400f-2.OE :T1 4x2 SP #1 Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) TC: From 300 pIf at 0.00 to 300 pIf at 16.15 TC: From 100 pIf at 16.15 to 100 plf at 18.59 BC: From 10 pIf at 0.00 to 10 pIf at 18.30 TC 125 lb Conc. Load at 0.04 TC 574 lb Conc Load at 16.15 Plating Notes All plates are 1 5X3 except as noted. Additional Notes See ANSI[TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up a W=3X4 a 3X4 e3X4 a4X6 ©3X6 =4X6 o6X6 A B C D E G H I J K LM 18'8"10 Snow Criteria (Pg,Pf in PSF) Pg. NA Ct: NA CAT: N/ Pf: NA Ce. NA Lu: NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Std' 2014 Rep Factors Used: No FT/RT.20(0)/10(0) Plate Type(s): WAVE 9'1.6 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.048 P 999 360 VERT(TL) 0191 P 920 240 HORZ(LL): 0.007 O - - HORZ(TL): 0.017 O Creep Factor: 2.0 Max TC CSI: 0.836 Max BC CSI: 0.724 Max Web CSI 0 779 Cust R R8975 JRef: 1 Wcl89750075 DrwNo: 190.18.1500.10065 KM / WHK 07/09/2018 T v 1 Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W Z 62 /- l- I- I- l73 Z' 510 /- /- /- /- /108 L 1335 /- /- /- /- /3.0 Z Min Brg Width Req = 1.5 Z Min Brg Width Req = - L Min Brg Width Req = 1.5 Bearings Z, Z, & L are a rigid surface. Bearing Z requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.01A.1115.21 Chords Tens.Comp. Chords Tens Comp. G -H 745 0 J -K 0 -1997 H- 1 745 0 K- L 0- 1097 1-1 0 -1241 o . ATE 0' Q 0278s ONAL N,A, r 07/ 10/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. S- R 570 0 Q- P 1937 0 R- Q 1937 0 P- O 2034 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A- Y 0 -412 1 - R 1064 0 Y - B 0 -434 R -J 0 -1074 G- S 0 -763 K-O 0 -1521 S- 1 0- 2089 O- L 1636 0 Maximum Gable Forces Per Ply (Ibs) Gables Tens Comp Gables Tens. Comp. C- X 0 -409 E-V 0 -428 D - W 0 - 390 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 shippin installing, and bracing. Refer to and follow the latest edition of SCSI (Building ComponentSafetyInformation, by TPI and SBCA) & 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 attachud rigid ceilin Locations shown for permanent Iatgral restraint of webs shall hav br cjn insTalled p r BCSI s ctions $3, B7 or 910 asapplicaeApplyplatestoeachfaceoftrussandpositionasshownaboveandonfie oint9Details, une(essnotegotherwise Refer to ALPINE drawings160A-Z for standard plate positions. AlpinQ, a division of ITW Bu(1ildln4qCComponQnts Group In shall not be responsible for any deviation from this drpwin any failure to build the , ,e n truss in conformance with AN11lfP1 1, or for handliriq, shipping, installation and bracing of,trussesA seal on this dr%winq or cover page, , 2400 Lake Orange Dr. listing this drawing, indicates acceptance f pro esslona, en ineerinq res orisibilitty sole) for the desi n show7n. The suiCabili Suite 150 anduse, of this drawing for any structure is p e responsibility of the Building Desigrfer per ANSUTPI t Sec.2. ty For more information see this ob's general notes page and these web sites: ALPINE w al ineitw com, TPI, www.tjpinst or . SBCA• w sbandusl com: ICC v iccsafe org Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Truss Label: FT2 T 50 1 12 Ply, 1 6'10" 8 8'8" 6'10" 8 11'9" 8 SEON 1635 / T6 / SY42 Cust: R R8975 JRel: 1 Wc189750075 FROM RDG DnwNo. 190.18.1500.10019 KM / WHK 07/09/2018 15'6"8 6' 10"8 2'6" -I-- 2'6"12 --f- 1'4"8 -I F- 1'4"8 -}-- 2'6"12 --{ NP) 4X6 1.5X3 1111.5X3 1111.5X3 A B C D E F G 4X6 1.5X3 H iE N i one i Nd 1112X4 Loading Criteria (psq Wind Criteria TCLL: 40.00 Wind Std: NA TCDL 10.00 Speed: NA mph BCLL: 0.00 Enclosure, NA BCDL: 5.00 Category NA EXP: NA Des Ld' 5500 Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Soffit: 200 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing. 24.0 " C&C Dist a NA ft Loc. from endwall NA I NA GCpi: NA Wind Duration: NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0 128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up 11A'l =1.5X3 III2X4 15'6"8 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 I U / Rw / Rh I RL / W Pf: NA Ce. NA VERT(LL) 0117 D 999 360 S 841 I - l- I - l- 17.3 Lu NA Cs: NA VERT(TL): 0.240 D 999 240 J 841 / - / - / - / - / 7.3 Snow Duration. NA HORZ(LL): 0 024 K - - S Min Brg Width Reg = 1.5 HORZ(TL): 0.036 B J Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings S & J are a rigid surface. Bldg Code: FBC 61h.ed 201 Max TC CSI 0 587 Bearings S & J require a seat plate. TPI Std, 2014 Max BC CSI: 0.812 Rep Factors Used Yes Max Web CSI 0.434 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Chords Tens Comp Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver 17 02 01A 1115.21 A - B 0 -572 E - F 0 - 1920 B-C 0 -1455 F-G 0 -1455 C- D 0- 1920 G- H 0 - 572 D - E 0 -1926 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. R-O 1132 0 N-M 1772 0 Q- P 1772 0 M- L 1772 0 P-O 1772 0 L -K 1132 0 O - N 1926 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- S 0 -822 N- F 453 -49 c C A- R 912 0 F- L 0 - 489 6 pt,S /'1 R- B 0- 890 L- G 512 0 O ••." • ••' /'Y B - Q 512 0 G - K 0 -890 Q • `S A•.• Q- C 0- 489 K- H 912 0 C - O 453 - 49 H - J 0 - 822 O. bCi4t3 ' i j g,o=: ATE 'Q+ 0•' •'.cL OR\P°•ro N + 90 278 NftS/ONAL ilor wnMU10 07/ 10/2018 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, handlin shipping, in;tailing.and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safPety practices prior to performing these functions. Installers shall provide temporarryV bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attach d rqid ceilln Locations shown forpermanent lateral restraint bf webs shall hay bracing installed p r BCSI sections t33, B7 or B10, as app Ica"Ae. Applgy plates to each face of truss and position as shown above and on tI a Jolnl Details, un ess noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildl1'n$c omponpnts Group InC. shall not be responsible for any deviation from this drawing any failure to build the ,,,wco,,,,,r,, truss in conformance with AN51rf 11, or or handling shipping, installation and bracing of trussesA seal on thin dr8wing or cover page, , 2400 Lake Orange Dr listing this drawing, indicates acceptance of pro essiona engineering responsibilittyv solely for the design sho n. The suitability Suite 150anduse, of this awing for any structure is the responsibility' of the Building Desigrier per ANSIlTPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE. www.al ineitw com; TPI, www.t inst.or , SBCA www.sbandus com, ICC: www.iccsafe.crg Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Truss Label: FT2GE Oty' 1 FROM RDG / T4 / SY42 DrwNo. R8975 1190 18..11500' 25 8750075 4 KM / WHK 07/09/2018 F 2•tt"t 12" 12 15' 2' 1. 8- i 12' 2-4 41"8 1r22?_" A Y"1e ITS" 12 I-- 211- —(-- 1 V —( TYP) a3A B c D E F G H I J K mLM, 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 NCBCLL 10.00 Mean Height: 15.00 tt TCDL 4 2 psf Soffit: 2.00 BCDL: 3.0 psf Load Duration, 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a 3 00 ft Loc. from endwall Any GCpi 0 18 Wind Duration: 1.00 Lumber Value Set: 13B (Effective 611/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1 /30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC From 291 plf at 0.00 to 350 plf at 588 TC From 387 plf at 5.88 to 387 plf at 9.42 TC. From 350 plf at 9.42 to 291 pif at 15.29 BC: From 10 plf at 0 00 to 10 plf at 15.29 TC: 324 lb Conc. Load at 0.04,15.29 Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 Pf: NA Ce NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std. 2014 Rep Factors Used: Yes FT/ RT:20(0)/10(0) Plate Type(s). WAVE Deft/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL): 0.002 B 999 360 VERT( TL)' 0 008 B 999 240 HORZ( LL) 0 001 AA - - HORZ( TL). 0.002 AA Creep Factor 2.0 Max TC CSI: 0 424 Max BC CSI 0 030 Max Web CSI: 0.257 VIEW Ver: 17.02.01A.1115.21 Sg Owe JY` o VAT OF ; pr 0R` 9P,.•k,, o z7s uw 0NAt, YIIM{Iw 07/ 10/2018 Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W 0' 382 /31 /31 /- /- /186 Wind reactions based on MWFRS 0 Min Brg Width Reg = - Bearing AA is a rigid surface. Bearing AA requires a seat plate. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - AA 23 - 405 Z - B 82 - 449 Maximum Gable Forces Per Ply (Ibs) Gables Tens Comp. Gables Tens. Comp C - Y 72 - 431 H - T 67 482 D - X 67 440 I - S 67 445 E - W 67 477 J - R 69 424 F- V 67 518 K-0 81 434 G - U 67 519 L - P 58 386 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handlin shipping, in$talling and bracing. Refer to and follow the latest edition of BCSI (Building nponentSafetyInformation, by TPI an a SBCA) (o'r safey practices prior to performing these functions Installers shall provide temporary in er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom 4hord *hall have a properly 3ch,j ngid ceding Locations shown for permanent latqral restraint of webs shall hay bracing installed per BCSI sections $3, B7 or B10 ppcaaApplyplatestoeachfaceoftrussandpositionasshownaboveandontIaJointDetails, unless noted otherwise. Defer to' Nings 160A-Z for standard plate positions ng, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the s in conformance with ANSI 1, or or handling, shipping, installatidn and bracing of,trussesA Seal on this drawirfq or cover page , ing this drawing, indicates acceptance of pro essiona en ineering responsibility sole) for the design shovin. The suiTability I use,of this awing for any structure is the responsibilit of the Building Desigrfer per ANSI/TP1 1 S c.2. ALPINE MImcclW w 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply. 1 SEON. 1637 / T10 / SY42 Cust: R R8975 JRef: 1 Wc189750075 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty 4 FROM ROG DrwNo. 190.18.1500.11516 Truss Label: FT3 - _ - _ _ _ KM / WHK 07/09/2018 6'10" 8 8'5" 12 15'2"12 6'10"8 17 4 6'9" F t- 2'6" -I-- 2'612 —+ 1'4"8 -i I-1'4"8 -f 2'6"12 --{ T'P) 4X6 1 5X 3 III 1.5X 3 III 1.5X3 = 4X6 A B C D E F G H Mill 1/ II I I II Loading Criteria (psf) TCLL' 40.00 TCDL: 1000 BCLL. 0.00 BCDL. 5.00 Des Ld 5500 NCBCLL: 10.00 Soffit 2.00 Load Duration 1 00 Spacing. 24.0 " 1 5X3 =`'A`' 1° i.oAj ni t.DAJ =`+A`# 1112X4 1112X4 15'2"12 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category NA EXP NA Mean Height: NA It TCDL: NA psf BCDL NA psf MWFRS Parallel Dist: NA C&C Dist a NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration- NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0 128"x3",min.). Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up. 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 201 TPI Sid: 2014 Rep Factors Used* Yes FT/RT:12(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W R 831 / - / - / - / - 7.2VERT(LL): 0.115 E 999 360 VERT(TL) 0 221 E 999 240 1 831 / - / - / - I - 3.5 HORZ(LL)- 0 023 J - - R Min Brg Width Req = 1 5 HORZ(TL): 0.033 B I Min Big Width Req = 1.5 Creep Factor 2 0 Bearings R & I are a rigid surface. Max TC CSI: 0.512 Bearing R requires a seat plate. Max BC CSI: 0.769 Max Web CSI 0.428 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. VIEW Ver 17 02.01A 1115.21 A-B 0 -564 E -F B-C 0-1430 F -G 0 -1875 0 -1430 C- D 0 -1875 G- H 0 - 562 D - E 0 -1880 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp Q-P 1116 0 M-L 1738 0 P- O 1738 0 L- K 1738 0 O-N 1738 0 K -J 1115 0 N - M 1880 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. IRIIIlfyf/ w • c N A - R A- 0 - 812 899 M - F F- K 425 0 59 47 7 f v •• '• I O •••", •• • O Q- BB B -P P- C 0- 876 499 0 0- 476 K- G G-J J- H 500 0 896 00 878 0 C - N 425 - 59 H - 1 0 807 i * ; * e • • o' • ATE 0 278 4w ONALurnllwwnl"b Ov10/201 a 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 (BuildingComponentSafetyInformation, by TPI an SBCA) fbr sa ety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI.. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a proper y attach d rig4id ceilin Locations shown for ermanent lateral restraint i5f webs shall hay brawn installed p r BCSI sections $3, B7 or 810, as app icafste. Applgy plates to each face. of truss and position as shown above and on tI a Joinl9Details, une(ess noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buiild ihComponpnts Group In% shall not be responsible for any deviation from this drawin any failure to build the-nwco,,,,,,,,, truss in conformance with A I I/PI 1, or for handling shipping, installatldn and bracing of,trussesA seal on this dr wing or cover paqe, , 2400 Lake Orange Or listing this drawing, indicates acceptance of pro0.essionaq en ineering responsibilittyy solely for the design sho 7n. The suitability Suite 150anduse, of this awing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 S c.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.icesafe.org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON. 1638 / T5 / SY42 Cust. R R8975 JRef, 1 Wcl89750075 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oly. 1 FROM. RDG OrwNo: 190A8 1500.10300 Truss Label: FT3G _ _ _ _ _ - _ KM / WHK 07/09/2018 Loading Criteria (psf) TCLL: 40.00 TCDL 10.00 BCLL: 000 BCDL. 500 Des Ld: 55.00 NCBCLL 10.00 Soffit: 200 Load Duration, 1.00 Spacing: 24.0 " 6'10"8 8'512 1 11'1 "4 I 157'12 6'10"8 117"4 1 27'8 4'1"8 F t------- —+ - { 1 2 4 2'6" 2'6"12 1'4"8 TYP) 1.5X3 =4X4 =4X6 1111.5X3 1111.5X3 =3X4 1112X4 =4X6 A B C D E F G H 1.UAJ 1112X4 Wind Criteria Wind Std NA Speed: NA mph Enclosure. NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL. NA psf MWFRS Parallel Dist: NA C&C Dist a• NA ft Loc from endwall NA I: NA GCpi: NA Wind Duration. NA Lumber Value Set 13B (Effective 611/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 2400f-2.OE Webs 4x2 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac =1 00 / Plate Dur Fac =1.00) TC, From 180 plf at 0.00 to 180 plf at 848 TC: From 100 plf at 8 48 to 100 plf at 15.10 BC From 10 plf at 0.00 to 10 plf at 1510 TC, 465 Ib Conc. Load at 11.13 Plating Notes All plates are 6X6 except as noted Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1 Od Box or Gun nails (0 128"x3",min ). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. I ININEII IR P•' Snow Criteria (Pg,Pf in PSF) Pg: NA Cl NA CAT: NE 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 15'2"12 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0 242 E 723 360 VERT(fL): 0.368 E 574 240 HORZ(LL): 0.030 B - HORZ(TL)' 0.038 B Creep Factor 2 0 Max TC CSI 0.897 Max BC CSI: 0 693 Max Web CSI: 0 869 VIEW Ver: 17 02 01A.1115.21 pS Oa•'J2! s : v •v. vv—ry i/77 J ONAL E\ 0 278 w,nt+wwmU 07/ 10/2018 O 1112X4 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W R 1442 /- /- /- /- /7.2 J 1670 /- /- /- /- 13.5 R Min Big Width Req = 1.5 J Min Brg Width Req = 1.5 Bearings R & J are a rigid surface. Bearing R requires a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp A- B 0- 973 E- F 0- 3286 B-C 0 -2484 F-G 0 -3123 C- D 0- 3272 G- H 0- 3123 D- E 0- 3287 H- 1 0- 1146 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp Q- P 1942 0 N- M 3287 0 P- 0 3027 0 M- L 3353 0 O- N 3027 0 L- K 2302 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp A-R 0 -1411 F -L 0 -478 A- Q 1552 0 G- L 0 - 578 Q-B 0-1538 L -H 1233 0 B- P 883 0 H- K 0 -1836 P- C 0- 846 K- 1 1826 0 C -N 859 0 1-1 0 -1624 N - D 0 -427 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, 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 properIg attached structural sheathing and bottom chord shall have a properly attachdrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhav8bracinginstalledperBCSIsectionsB3, B7 or B10, as app ica a Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Bulldl1'n$c FComponents Group InC shall not be responsible for any deviation from this drawing any failure to build the w,,,H.M,,,r, trussinconformancewithANSI/TP1 1, or for handlin]q shippingg, installation and bracing of,trussesA Seal on this drawinqq or cover pagge , , 2400 Lake Orange Or listingthisdrawing, indicates acceptance of pro) essionar en ineering responsibilittyv solely for the desi n shov7n. The sui?ability 9 and use,of this awing for any structure is the responsibilit of the Building Desigrier per ANSI/TPI 1 S%c.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE. www.al ineirw com; TPI: www t inst or . SBCA' www sbdndust .com, [CC v imsafa.org Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258M/V258TA ,RA0l Truss Label: FT4 6' 10"8 6' 10"8 2'6" 2'6"12 1'4"8 TYP) 4X6 1 5X3 = 3X4 III 1 5X3 A B C D x SO 1 112 1.5X3 = 4A4 III2X4 Loading Criteria (psf) TCLL 40.00 TCDL 1000 BCLL. 000 BCDL 5.00 Des Ld 55.00 NCBCLL1000 Soffit 2.00 Load Duration 1 00 Spacing 24 0 " Wind Criteria Wind Std' NA Speed NA mph Enclosure: NA Category NA EXP: NA Mean Height NA ft TCDL NA psf BCDL NA psf MWFRS Parallel Dist. NA C& C Dist a: NA 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 #1 Webs 4x2 SP #3 Lumber value set "It 313" 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. 1 28"x3", min). Strong back material to be supplied by erection contractor Truss must be installed as shown with top chord up. III OAIJ Ply. 1 [FROM: EON 1639 / T57 / SY42 Cust. R R8975 JRef, 1 Wcl89750075 Oily 2 ROG DnvNo 190.18.1500.11406 KM / WHK 07/09/2018 9' 3" 12 14'10"12 2' S"4 + 57- I` 8 E F G 1114XH I 14' 10"12 1111 5X3 4X4 III1.5X3 Snow Criteria (Pg,Pr 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 Pf NA Ce NA VERT(LL): 0.159 D 999 360 R 817- Lu NA Cs: NA VERT(TL). 0.349 D 678 240 H 804- Snow Duration. NA HORZ(LL): 0.035 B - - R Min Big Width Req = 1.5 HORZ( TL) 0 055 B H Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor: 2 0 Bearings R 8 H are a rigid surface Bldg Code: FBC 6th.ed 201 Max TC CSI. 0 849 Bearing R requires a seat plate. TPI Std 2014 Max BC CSI 0 828 T W 73 3. 5 Rep Factors Used Yes Max Web CSI 0 456 Members not listed have forces less than 375# 10( 0) FT/RT:pe( Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp. s PlateTyypes) WAVE VIEW Ver 170201A.1115.21 A -B 0 -552 E -F 0 -1482 B - C 0-1396 F-G 0 -596 C - D 0-1783 G-H 0 -641 D - E 0-1789 xr LITATEw • S ONA1- EN 4027807/ 10/20 t 8 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp Q - P 1093 0 N-M 1789 0 P- 0 1700 0 M- L 1785 0 O- N 1700 0 L-K 1198 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp A- R 0 -798 C -N 410 110 A- Q 881 0 E- L 0 575 0- 8 0- 858 L- F 461 0 B- P 482 0 F- K 0 884 P- C 0- 468 K- H 958 0 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have proper)Y attached structural sheathing and bottom Chord shall have a proper y attachod rigid ceiling Locations shown for permanent Iatgral restraint bf webs shall hav bracinA installed per BCSI sections B3, 87 or B10, asapplicae. Apply plates to each face ortruss and position as shown above and on tI a aoinrDetails, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Al ine, a division of ITW Build inlqComponQnts Group InG shall not be responsible for any deviation from this drewin any failure to build the trussinconformancewithANSI1, or for handllnq, shipping, installation and bracing of,trussesA seal on this dr wing or cover page , , 2g00 Lake Orange Dr stingthisdrawinindicatesacceptanceofpro) essionar engineering responsibility solely for the des i n shov7n. The sui ability anduse, of this gnawing for any structure is the responsibility of the Building Desigrier per ANSVTPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE: www el ineitw com, TPI www t inst or ; SBCA: www.sbondustry.com, ICC www imsafe org Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Truss Label: FT5 Loading Criteria (psf) TCLL: 40.00 TCDL 10.00 BCLL 000 BCDL 500 Des Ld: 55.00 NCBCLL 10.00 Soffit 2.00 Load Duration 1 00 Spacing: 24.0 " T 00 L 5'6" r— 5,6„ 4"8 2'6" --{ T'P) Pry: 1 j SEQN 1640 / T7 / SY42 Cust. R R8975 JRef: 1 Wc189750075 Qty: 5 FROM. RDG DrwNo, 190.18.1500.12063 KM / WHK 07/09/2018 7'3" 4 11'4"12 1'9"4 "' 4,1"8 3X6 = 3X4 15X3 =3X4 =3X4 III1.5X3 =3X4 =1.5X3 A B C D E F ILWMER\166 E1111 1.5X3 — "' _ "' "' ' — '" — ' 1112X4 1112X4 11'4"l2 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category NA EXP NA Mean Height. NA It TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA It Loc. from endwall' NA I. NA GCpr NA Wind Duration NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bol chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSIfTPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up 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 N 620 / - / - / - / - / 7 3Pf: NA Ce: NA VERT(LL): 0.079 C 999 360 Lu: NA Cs: NA VERT(TL): 0 173 C 999 240 H 607 / - / - I - / - / 3.5 Snow Duration. NA HORZ(LL): 0 021 B - - N Min Brg Width Req = 1.5 HORZ(TL) 0 033 B Creep Factor: 2.0 H Min Brg Width Req = 1.5 Bearings N & H are a rigid surface. Code / Misc Criteria Bldg Code: FBC 6th ed 201 Max TC CSI: 0.612 Bearing N requires a seat plate TPI Std. 2014 Max BC CSI 0.758 Rep Factors Used: Yes Max Web CSI: 0 300 Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp Plate Type(s) VIEW Ver 17 0101A 1115 21 A -B 0 -394 D -E 0 -994 B -C 0 -917 E-F 0 -381 WAVE C-D 0-1001 ATE ; Q GyylpO .'c4 0 R`VQ -*'\1i c 4 07/10/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. M -L 779 0 K -J 1001 0 L- K 1004 0 J- 1 770 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-N 0 -602 E - 1 0 -618 A- M 629 0 1- F 606 0 M-B 0 -612 F -H 0 -557 J - E 445 0 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byy TPI an SBCA) fo'r safety practices prior to performing these functions Installers shall provide terhporarrvy bracin per BCSL Unless noted olherwise,top chord shall have proper)yy attached structural sheathing and bottom hord shall have a property attach rigid ceiling `ovations shown for permanent Iatgral restraint bf webs shall hav br0cinq installed per BC I sections B3, B7 or 810, as app Icaf3te. Appply plates to each face of truss and position as shown above and on t e JoinrDetatls, unless noted otherwise. Refer to ALPINEdrawings160A-Z fbr standard plate positions Alpine , a division of ITW Build1n$c Componpnts Group InC. shall not be responsible for any deviation from this drpwino any failure to build the µr,„m,,,µ, truss in conformance with ANSIlTPI 1, or or handlincQL, shippingq, Installation and bracing of,trussesA Seal on this dr wI g or cover pa e , , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of proTessiona! en ineerinq responsiblllttv sole) for the design shown. The suitability and use,of this drawing for any structure is the responsibilit of the Building DesigrSer per1ANSI/TPI 1 S-6c.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www el ineitw.com: TPI: www.t inst,or : SBCA: www sbandustry.corn, ICC www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply. 1 SEQN 1641 / T2 / SY42 Cust RR8975 JRef: 1Wc189750075 VARIOUS ,9A619A7 ,258SE/258MA/258TA ,RA01 Qty. 1 FROM. RDG DrwNo. 190 18 1500 11391 Truss Label: FT6 _ __- _ KM / WHK 07/09/2018 66" 7'0" 12 11'4"8 5'6" V612 T 4,3"12 'l Y112 6-4 I 1f1fff12'6" TYP) Loading Criteria (psf) TCLL. 4000 TCDL: 10.00 BCLL: 0.00 BCDL 500 Des Ld: 55.00 NCBCLL: 1000 Soffit. 2.00 Load Duration. 1 00 Spacing. 24 0 " 3X6 = 3X3 1.5X3 =3X4 =3X4 III1.5X3 =3X3 1113X6 A B C D E F GH Wind Criteria Wind Std NA Speed: NA mph Enclosure: NA Category NA EXP NA Mean Height: NA It TCDL NA psf BCDL NA psf MWFRS Parallel Dist NA C&C Dist a NA It Loc from endwall. NA I: NA GCpi NA Wind Duration NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP 43 Lumber value set "l3B" 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. I 1111.5X3 11'4"8 3 T 1 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 I Rw / Rh / RL W Pf: NA Ce: NA VERT(LL). 0 077 L 999 360 O 625 / - / - I - / - 7.3 Lu: NA Cs. NA VERT(TL): 0.154 C 999 240 G 610 / - / - / - / - 3 3 Snow Duration' NA HORZ(LL). 0.018 B - - O Min Brg Width Req = 1 5 HORZ(TL) 0 029 B G Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor: 2 0 Bearings O & G are a rigid surface. Bldg Code: FBC 6th ed 201 Max TC CSI: 0.639 Bearing O requires a seat plate TPI Std: 2014 Max BC CSI 0.698 Rep Factors Used: Yes Max Web CSI 0 319 Members not listed have forces less than 375# FT/RT.12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A 1115.21 A - B 0 - 398 D - E 0 - 1020 B- C 0- 929 E- F 0 - 406 C- D 0 -1026 F- G 0 - 448 OOV•• V; AT E c •. OR ag A— NAL 07/ 10/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp N- M 785 0 L- K 1026 0 M -L 1028 0 K -J 851 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. A- O 0- 607 K- E 377 0 A- N 635 0 E- J 0 - 640 N -B 0 -616 J-G 669 0 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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) toy safety practices prior to performing these functions. Installers shall provide temporar bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proper yattachedragidceilingLocationsshownforpermanentlatgralrestraintofwebsshallhavebracininstalledperBCIsectionsB3, B7 or 1310. as applicaf3le. Apply Oates to each face o truss and position as shown above and on the Join, Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions Alpinq, a division of ITW Buildin,$c Components GTup InS shall not be responsible for any deviation from this drpwino any failure to build the µm,m,,,N,i, truss in conformance with ANSI/TPI 1, or for han ling, s ippinq, installati n and bracing of,trussesA seal on this dr winq or cover page. , 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofproessionaenineennqresonsibillttyysole) for the design sho n. The su,Pabili 9andse,of thisdrawing, for any structure is the responsibility of the Building Desigrier perANSI/TPI 1 Sec.2. ry Suite 150 For more information see thisjob's general notes page and these web sites ALPINE v aipinedw com; TPI www tpinst org; SBCA www sbondustry.com; ICC. www.iccsale.org Orlando FL, 32837 Job Number' N333522 Ply. 1 SEON 1642 / T1 / SY42 Cust R R8975 JRef 1 Wc189750075 VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Oly 10 FROM: RDG DrwNo 190 18 1500.11438 Truss Label: FT7 —__ -__- _- _ KM / WHK 07/09/2018 611-1 5'6" 2,6„ TYP) 3X6 1.5X3 =3X4 A B T-17 9D 1 O N 1.SX3 = 3X4 1112X4 Loading Criteria (psf) Wind Criteria TCLL: 4000 Wind Std: NA TCDL. 1000 Speed: NA mph BCLL' 0.00 Enclosure. NA BCDL: 500 Category. NA EXPNA Des Lci 55.00 HMeanHeight: NA ItMean NCBCLL. 1000 TCDL: NA psf Soffit 200 BCDL: NA psf Load Duration. 1.00 MWFRS Parallel Dist NA Spacing 24 0 " C&C Dist a: NA It Loc. from endwall: NA I NA GCpi: NA Wind Duration NA Lumber Value Set 13B (Effective 6/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 7'1 "2 11'4"l 0 172 "+ 4,3"8 3X3 3X4 III15X3 =3X3 C D EF M L K J I 3X4 11115X3 =3X4 =3X4 1111.5X3 1 V4"10 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): 0.078 L 999 360 0 626 1. / - / - / - / 7.2 Lu. NA Cs: NA VERT(TL) 0 157 C 999 240 G 609 / - / - / - / - / 3 0 Snow Duration: NA HORZ(LL) 0.018 B - O Min Brg Width Req = 1.5 HORZ(TL) 0.029 B G Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2 0 Bearings 0 & G are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.643 Bearing O requires a seat plate TPI Std 2014 Max BC CS I' 0 705 Rep Factors Used Yes Max Web CSI: 0.320 Members not listed have forces less than 375# FT/RT 12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp Plate Type(s): WAVE VIEW Ver: 17 02.01A 1115 21 A - B 0 -399 D - E 0 - 1025 B- C 0- 933 E- F 0 - 403 C -D 0 -1031 F -G 0 -449 07/ 10/2018 ATEca Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp N-M 788 0 L -K 1031 0 M- L 1033 0 K- J 854 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp A- 0 0- 609 K- E 381 0 A- N 637 0 E- J 0 - 642 N -B 0 -618 J -G 672 0 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI anc7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properlyY attached structural sheathing and bottom Chord shall have a propperly attached rigid ceiling Locations shown forDermanent lateral restraint of webs shall hay braacm installed per BC I sections B3, B7 or B10, as applica a Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. A pint , a division of ITW Buildl1n$cLComponents Group In, shall not be responsible for any deviation from this drpwin any failure to build the µ AtrussinconformancewithAN1, or for handling shipping, installatidn and bracing of,trussesA seal on this dr wi g or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionar en ineering responsibility solely for the des i n shown. The suitability Suite Lake and use ,of this gnawing for any structure is the responsibility of the Building Desigrier per ANSIfrPI 1 Sec.2.150 For more information see this job's general notes page and these web sites ALPINE. www al ineaw corn, TPI www 1 inst or . SBCA www sbandust .corn; ICC. www imsafe org Orlando FL, 32837 Job Number: N333522 Ply. 1 I --ON. 1643 / T13 / SY42 Cust' R R8975 JRef 1 Wc189750075 VARIOUS ,9A619A7 ,258SE/258MA/ 258TA ,RAO1 Oty' 1 FROM: RDG DrwNo: 190.18.1500 10221 Truss Label: FT7GE _ KM / WHK 07/09/2018 ` 2'11"12 5' 3"2 6'9"Y 8'4"2 11'1"2 1.2"12 2' 3"6 1'6" 1'7" 2.9„ .. 2 1.2..8 _ii 9"1 ii' 1,3„ 'ii'— 1-7" _ ii_ 1.2"2 "If' 17.6 i 04 A B C 1114X41113X4 D E F 3X3 3X3 1113X6 =6X6 G H I J K T m T 1 i P O N M L T S R 0 1114X4 6X6 1112X4 — 3X4 t- 5' 3"14 i6'1" 11'4"14 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 / Rh / RL / W TCDL: 10.00 Speed 150 mph Pf. NA Ce: NA VERT(LL). 0 053 N 999 360 T' 316 / 29 / 30 / - / - 160.7 BCLL' 000 Enclosure' Closed Lu' NA Cs: NA VERT(TL): 0.213 N 554 240 p 1158 / 99 / 95 / - / - / 6.4 BCDL' 500 Risk Category: II Snow Duration: NA HORZ(LL): -0.011 J - - J 1330 / 112 / 102 / - / - / 3.2 Des Ld: 55.00 EXP: C HORZ(TL) 0.026 J Wind reactions based on MWFRS NCBCLL: 10 00 Mean Height: 15 00 It TCDL: 4 2 psf Code / Misc Criteria Creep Factor' 2 0 T Min Brg Width Req = - Soffit: 2.00 BCDL. 3.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.881 P 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' 0 908 J Min Brg Width Req = 5 Bearings T, P, 8 J are a rigid surface. Spacing' 24 0 " C& C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0 760 Bearings T 8 P require a seat plate. Loc from endwall Any FT/RT:20(0)/10(0) GCpr 0.18 Plate Type(s) Members not listed have forces less than 375# Wind Duration: 1.00 WAVE VIEW Ver 17.02 01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens Comp Chords Tens Comp. Value Set: 13B (Effective 6/1/2013) E - F 220 - 1200 H - I 211 - 1099 Top chord 4x2 SP # 1 'T2 4x2 SP #2 N: F - G 226 - 1233 I - J 204 - 1069 Bot chord 4x2 SP # 2 N G - H 205 -1076 Webs 4x2 SP #3 Lumber value set "13121" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp Chords Tens. Comp. Special Loads P - O 420 - 86 N - M 1238 - 227 Lumber Dur.Fac.=1. 00 / Plate Dur.Fac.=1.00) O - N 1233 -226 TC. From 291 plf at 0.00 to 350 pif at 588 TC From 387 plf at 5 88 to 387 plf at 11 28 Maximum Web Forces Per Ply (Ibs) BC From 10 plf at 0.00 to 10 plf at 10.97 Webs Tens Comp Webs Tens. Comp. Plating Notes A - T 119 -655 E - O 1239 -214 All plates are 1. 5X3 except as noted. 1IMM 41,414j A - S 576 -117 O - F 135 - 824 Wind A+!j r, 7 S - B 116 - 453 M - J 1597 - 305 P - E 203 - 1200 Wind loads based on MWFRS with additional C&C Q" ••'•• '•. member design. Q •F • Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. Additional Notes r • • See ANSI/TPI 1 Sect 7 for additional bracing pp O. "V : C - R 94 - 425 1 - M 184 - 913 requirements. Bracing material to be supplied by D - O 80 -444 erection contractor Provide for complete drainage of roof ATE • Truss must be installed as shown with top chord up. s 0 ; 4 1 0 2785:1i, SS/ ONAI. 07/ 10/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa ricatinp, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byYTPI and SBCA) (b satpety practices prior to performing these functions. Installers shall provide temposrryy bracinggg per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propefly attachgd rigid ceilln Locations shown for permanent latgral restraint bf webs shall hav braGnq installed per BCI sections 83, B7 or B10, as applicable. Applgy plates to each face oftruss and posdion as shown above and on tPf1e JoinrDetalls, unless noted otherwise liefer to ,q LPI N E drawings 160A-Z for standardplatepositionsAlpine, a division of ITW Bu iiId1''n9 Components Group In,, shall not be responsible for any deviation from this drawing any failure to build the ,nwco w,,. truss in cgnformance with AN51/$ PI 1, or for hantldlin4 shipping, Installatidn and bracing of trussesA seal on this dr8winqg or cover paqe . , 2a0o Lake Orange Dr. listing this drawing, indicates acceptance of proTessionaf en ineerinq responsibility solely for the desi n shoWn. The suitability Suite Lake and use ,of this drawing for any structure is the responsibiIVof the Building Desigrier per ANSI/TPI 1 Sec.2.150 For more information see this job's general notes page and these web sites ALPINE www.at ineitw corn. TPI w t inst.or , SBCA v .sbundus com; [CC: w .iccsafe.org Orlando FL, 32837 Job Number: N333522 Pty 1 SEON: 1644 / T3 / SY42 Cust. R R8975 JRef, 1 WLIB9750075 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Oty: 1 FROM: RDG DrwNo: 190.18.1500.12484 Truss Label: FT8G KM / WHK 07/09/2018 Loading Criteria (psf) TCLL' 4000 TCDL: 1000 BCLL 0.00 BCDL 5.00 Des Ld. 55 00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std NA Speed: NA mph Enclosure. NA Category' NA EXP NA Mean Height: NA It TCDL. NA psf BCDL: NA psf MWFRS Parallel Dist NA C&C Dist a: NA ft Loc from endwall: NA I: NA GCpt: NA Wind Duration NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0 00 to 100 plf at 343 BC: From 10 pIf at 0.00 to 10 plf at 343 TC: 610 lb Conc. Load at 1.58 Additional Notes Truss must be Installed as shown with top chord up. 1'78 1'9" 11 3'5"3 1'78 V7" 8 VW12 --I F3'i {-- 1'3„12 1111 5X3 4X4 11115X3 =3X6 A B C D T 1 H G F E 3X4 III2X4 1112X4 =3X4 r 3'5"3 -i 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 Pf: NA Ce: NA VERT(LL) 0.016 B 999 360 H 522 /- Lu NA Cs: NA VERT(TL): 0.028 B 999 240 E 465 /- Snow Duration: NA HORZ(LL): 0.002 B - H Min Big Width Reg = 1.5 HORZ(TL)' 0 003 B E Min Big Width Reg = - Code / Misc Criteria Creep Factor. 2.0 Bearing H is a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 275 W 40 TPI Std: 2014 Max BC CSI: 0.294 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.259 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp Chords Tens Comp. Plate Type(s): B - C 0 - 391 C - D 0 - 376 WAVE VIEW Ver: 17.02.01A.1115 21 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G - F 391 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. A-H 0 -494 F -D 545 0 A- G 533 0 D- E 0 - 447 G-B 0 -471 ATE ; acts' r'?• S :c OR\VP-- a0 278'%pN s/10iNA1- 07/ 10/201 s 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 a SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporarryy bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propertyattachdrigidcelllnLovationsshownforermanentlateralrestr2mtbfwebsshallhavbrcininstalledprBCIsections 3, 87 or B10, as app ica e. App y plates to each face oftrussand position as shown above and on the Join, Details, un ess noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build1 /$4Components Group 1 shall not be responsible for any deviation from this drawin any failure to build the µN myrW y trussinconformancewithAN51lfPI1, or for handIirfq, shipping installation and bracing of,trussesA Seal on this druwin or cover pa e , . 2400 lake Orange Dr. listingthisdrawing, indicates acceptance of proTessionar'engineering responsibility solely for the design sho 7n. The suitability 9 and se of this drawing for any structure is the responsibilitof the Building Desigrier perANSI/TPI 1 Sec.2. w Suite 150 For more information see this job's general notes page and these web sites ALPINE www.al ineitw.com, TPI www t insl or • SBCA: www.sbandus .com• ICC: www icrsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN- 1645 / T73 / SY42 Cust RR8975 JRef 1 Wcl89750075 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty 1 FROM: HMT DrwNo: 190.18.1500.11921 Truss Label: FT10G KM / PPH 07/09/2018 178 2'4"71 3'11"15 178 8"15 178 1'3"12 -- F3i 1'3"12 Loading Criteria (psq TCLL' 4000 TCDL 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld 55 00 NCBCLL: 10.00 Soffit 200 Load Duration, 1.00 Spacing. 24 0 " Wind Criteria Wind Std: NA Speed NA mph Enclosure: NA Category: NA EXP: NA Mean Height NA It TCDL. NA psf BCDL NA psf MWFRS Parallel Dist: NA C&C Dist a NA ft Loc. from endwall. NA I: NA GCpi: NA Wind Duration NA Lumber Value Set. 13B (Effective 6/1/2013) Top chord 4x2 SIP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1 00) TC. From 4 pIf at 0 00 to 4 plf at 4.00 BC From 10 pIf at 0.00 to 10 plf at 4.00 TC: 804 Ib Conc. Load at 0.15, 0.34, 2 15 Additional Notes Truss must be installed as shown with top chord up 4X6 1112X4 1112X4 =3X6 A B C D T -- N 11 T H G F E 4X4 =4X4 1112X4 1113X3 i- 3'11"15 — 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 12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL)' 0.023 C 999 360 VERT(TL) 0.042 C 999 240 HORZ(LL)' -0 009 D - HORZ(TL)0 013 D Creep Factor: 2.0 Max TC CSI 0.860 Max BC CSI 0 319 Max Web CSI: 0.384 VIEW Ver: 17 02.01A.1115.21 WA' C'i(p" ao z s S/ONAL 07/ 10/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W H 2O08 /- /- /- /- /4.0 E 505 /-/- H Min Brg Width Req = 1.5 E Min Brg Width Req = - Bearing H is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp A-B 0 -416 C-D 0 -415 B-C 0 -438 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. G - F 438 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -H 0-2011 C -F 0 -475 A- G 692 0 F- D 597 0 G- B 0- 450 D- E 0 - 468 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handlingshipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building nponent Safety Information, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary in per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom 4hord *hall have a pro erlychitrigldceilinLocationsshownforpermanentlatgralrestraintbfwebsshallhaybracinginsllledprBCSIsections 3, B7 or 910, app Icalsle. Applgy plates to each face or truss and position as shown above and on tthe Jolnt Details, unless noted otherwise. Refer to a division of ITW Build11nlComponents Grpup InC. shall not be respponsible for any deviation from this drawln anyv failure to build the cgnformance with AN51lTPI 1, or for handllnqq. shippinq, Installation and bracing of.trussesA eat on this dr wirfq or cover paqe , hts drawing Indicates acceptance of proTesslonalq en ineering responslbillt sole)or the desi n shown. The suiFability is this a awing for any structure is the responsibilit of the Building DesigrSer pe ANSI/TPI 1 S c.2. nformation see this job's general notes page and these web sites. ALPINE: www.alpineitw com. TPI w Jpinst.org. SBCA: www sbandustry.com: ICC: www.iccsal ALPINE rrw(o,~ 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 Ply. 1 SEON, 1585 / T37 COMN Cusl: R8975 JRef• 1 Wcl89750075 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty 8 FROM. PFH DrwNo. 190.18.1500.10424 Truss Label: At _ _ _ KD / DF 07/09/2018 _ 7'10"14 15' 22'1"2 30' r 7'10"14 T 7'1"2 T 7'1"2 + T10'14 Loading Criteria (psf) TC L L. 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 " e 5X5D 30' 1' 10' + 10 _ i _ 10 10' 20' 30' Wind Criteria Wind Sld ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category II EXP C Mean Height: 24.19 ft TCDL: 4.2 psf BCDL' 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a, 3.00 ft Loc. from endwall. not in 4.50 ft GCpi: 0.18 Wind Duration. 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 :B2 2x6 SP #2 N: Webs 2x4 SP #3 :W2, W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Truss passed check for 20 psf additional bottom chord Irve load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf NA Ce: NA VERT(LL): 0.126 H 999 360 Lu: NA Cs: NA VERT(TL) 0.438 H 999 240 Snow Duration: NA HORZ(LL): 0.046 H - - HORZ(TL) 0.103 H Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 61h.ed 201 Max TC CSI 0 936 TPI Std 2014 Max BC CSI: 0.798 Rep Factors Used: Yes Max Web CSI: 0 668 FT/RT.20(0)/10(0) Plate Type(s)' WAVE VIEW Ver 17.02.01A.1115.21 O. C34tf • i ATE c•'•.'cC OR\VP••' o z78 NAL 07/ 10/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1643 / 704 / 1025 / - / 287 / 4.0 F 1643 /704 /1025/- /- /4 0 Wind reactions based on MWFRS B Min Brg Width Req = 1 9 F Min Brg Width Req = 1 9 Bearings B & F are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B - C 1115 - 2701 D - E 1140 - 2425 C - D 1140 - 2423 E - F 1115 - 2702 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - 1 2289 - 852 H - F 2291 - 852 1- H 1564 -439 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp C - 1 398 - 513 D - H 902 - 422 I - D 900 - 422 H - E 398 - 513 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in falLrtcatinq, handling shippmg, installing and bracing. , Refer to and follow the latest edition of BCSI (Building t Safety Information, by 1 PI anrr77 SBCA) ibP safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly i id ceiling Locations shown for permanent lateral restraintproperly webs shall hav bracin ins ailed per BCI sections t}3, B7 or p10eAppTyplatestoeachfaceoftrussandpositionasshownaboveandontheJoin, Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. a division of ITW Buildino Comoonents GrouD Inc. shall not l pi 1; or for nandunq, snipp acceptance of proTesslor any structure is the respon failure to build the or cover pa e n. The sui ability ALPINE u rt cowurr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply. 1 SEON: 1586 / T36 / HIPS Cust, RR8975 JRef: 1Wc189750075 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty: 2 FROM: RDG DnvNo: 190.18.1500.10331 Truss Label: A2 _ _ _ ^_ J _ SN / WHK 07/09/2018 67" 13' 17' 23'5" 30' 6.7., 6.5„ T 4' T 65„ 4X10 5X8 D E 30' 10, 10, 10, 1' 10, T 20' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 2000 Wind Std ASCE 7-10 Pg. NA Ct NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce NA VERT(LL): 0.127 1 999 360 B 1618 / 308 / 1030/ - / 254 / 4 0 BCLL: 000 Enclosure: Closed Lu NA Cs: NA VERT(TL)- 0.449 1 999 240 G 1631 / 308 / 1030/ - / - / 4 0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.053 1 - Wind reactions based on MWFRS EXP CDesLci47.00 TL): 0 120 IHORZB Min Mean Height: 23 69 fl NCBCLL: 10.00 TCDL: psf Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req 1.99q = Soffit 000 gCDL 55 00 psf Bldg Code. FBC 6th ed 201 Max TC CSI: 0 841 Bearings B & G are a rigidg surface. Load Duration 1 25 MWFRS Parallel Dist h to 2h TPI Std: 2014 Max BC CSI, 0.831 Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a 3.00 tt Re Factors Used YesP Max Web CSI 0.258 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall. not in 9 00 ft FT/RT 20(0)/10(0) Chords Tens Comp. Chords Tens. Comp. GCpi: 0.18 Plate TyP e(s) : Wind Duration: 1.60 WAVE VIEW Ver: 17 02 01A.1115.21 B - C 1040 -2703 E - F 971 -2359 Lumber C - D 970 - 2330 F - G 1039 - 2732 D-E 874 -1713 Value Set 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 132 2x6 SP #2 N Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3 B - J 2309 - 796 1 - G 2334 - 824 Lumber value set "1313" uses design values J - 1 1727 - 518 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 0.1280" gun nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. ATE :Q 9 •• 0 278 'krVVs ONAI. EN,v° 07/10/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp C - J 302 - 465 E - 1 678 - 224 J - D 648 - 254 1 - F 301 - 464 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingg shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) fb safety ractices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properlyy attached structural sheathing and bottom chord *hall have a propperly id ceilin Lovations shown forpermanent lateral restraint bf webs shall hav bracing installed p r BCI s coons B3, B7 or 810, e. Appyy plates to each face ofttruss and position as shown above and on 1t a Joint Details, un ess notedotherwise Defer to BOA- Z for standard plate positions a division of ITW Build1'nccLLComponents Gr9u InG shall not be responsible for any deviation from this drpwin anZ failure to build the conformancewithAN1, or for hantldli q shipping, installation and bracing of trussesA eat on this dr wI g or cover page , this drawing, indicates acceptance of pro essiona en ineering responsibillttyv solelyY ffor the desi n shown. The suiCability ie , of this drawing for any structure is the responsibiliq of the building DesigrSer perANSI/fPI 1 SAc.2. information see this lob's general notes page and these web sites ALPINE' www.atpineitw com; TPI www tpinst org. SBCA• www sbondustry.com. ICC: www iccsal ALPINE uimvm~ 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Truss Label: A3 iil Loading Criteria (psf) TCLL: 2000 TCDL: 17.00 BCLL' 000 BCDL: 1000 Des Ld 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing 24.0 " 57' 5—T' 10, 10, Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 23.19 ft TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a 3 00 ft Loc. from endwall. not in 9 00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N T2 2x4 SP #1: Bot chord 2x4 SP #1 Webs 2x4 SP #3 :W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2 5",min.) Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 11' 5'5" Pry: 1 SEQN. 1587 / T35 / HIPS Cust: R R8975 JRef: 1 Wc189750075 Oty 2 FROM: RDG OrwNo, 190.18.1500 12000 KM / WHK 07/09/2018 19, 8' sSS00514 T2= SS0514 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: Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE, HS, 18SS 30' — 10, 20' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL)' 0.124 1 999 360 VERT(TL) 0.446 1 999 240 HORZ(LL) 0.056 1 - - HORZ(TL). 0.129 1 Creep Factor: 2.0 Max TC CSI: 0.865 Max BC CSI: 0 839 Max Web CSI: 0.199 VIEW Ver 17.02.01A.1115 21 OOJe ATE ; Q 4 0 27s 07/10/201 s 24'S" + 30' 515.. 57' 10, 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1599 / 437 / 1029 / - / 220 / 4.0 G 1621 /437 /1029/- /- /4.0 Wind reactions based on MWFRS B Min Big Width Reg = 1.9 G Min Brg Width Reg = 1.9 Bearings B & G are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 1069 - 2660 E - F 972 - 2355 C - D 972 - 2301 F - G — —1068 - 2711 D - E 933 -1913 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. B - J 2273 - 829 1 - G 2318 - 856 J - 1 1952 - 635 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - D 502 -134 E - 1 503 - 123 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shi pin installing and bracing Refer to and follow the latest edition of BCSI (Building Safety Information, byY TPI an6 SBCA) fsafety ractices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly idceilingLocationsshownforpermanentlateralrestraintOfwebsshallhaybracinginslalledperBCSIsections ¢3, B7 or 910 e._ AppTy plates to each face. of truss and position as shown above and on the oin Details, unless noted otherwise. Refer to Alpine, a division of ITW Buildingg ompon nts Group Inc. shall not be responsible for any deviation from this drewin any failure to build the trussinconformancewithANSI/T 1 1, or (eor handling, shipping, installatidn and bracing of trussesA eal on this drawing or cover page , stingthis drawing indicates acceptance of pro) essionar en ineerind responsibility solelyl or the des' n shown. The suitability andse ,of this drawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sec.2. ty For more information see this job's general notes page and these web sites. ALPINE: www alpineaw com; TPI, www tpinst org, SBCA WWW.5b6ndustry com, ICC www iccsafe ALPINE mvcowAw 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MAf258TA ,RA01 Truss Label: A4 5'11" 5'11" EN 10, 10, 9' 15, 3' 1.. i 6' Pry: 1 [ FROM,ROG EON. 1588 / T34 / HIPS Cust: R R8975 JRef, 1 Wc189750075 Oily, 2 DrwNo 190 18.1500.11640 KM / WHK 07/09/2018 21' 24'1" 6' 3'1" e4X6 =4X4 =4X6 D E F 30' 10, 20' 30' 5'111, 10, 1' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL) 0.124 E 999 360 B 1548 / 440 / 1022/ - / 187 / 4 0 BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.475 E 999 240 H 1548 / 440 / 1022/ - / - / 4.0 BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0 048 J - Wind reactions based on MWFRS Des Lc:— 47 EXP. C. 00 HORZ(TL): 0.117 J - - B Min Brg Width Req = 1 8 Code / Misc CriteriaNCBCLL1000 Mean Height: 22.69 ft Creep Factor 2 0 H Min Brg Width Req = 1.8 Soffit: 0.00 TCDL: 4.2 psf BCDL 5 0 psf Bldg Code FBC 6th.ed 201 Max TC CSI: 0.782 Bearings B & H are a rigidggid surface. Load Duration: 1 25 MWFRS Parallel Dist: h/2 to h TPI Std 2014 Max BC CSI. 0.806 Members not listed have forces less than 375# Spacing 24 0 " P 9 C&C Dist a 3.00 ft Re Factors Used: YesP Max Web CSI: 0 340 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall. not in 9 00 ft FT/RT:20(0)/10(0) Chords Tens Comp Chords Tens. Comp GCpi: 0.18 Plate Type(s)' VIEW Ver: 17.02 01A.1115.21 B - C 1080 -2524 E - F 989 -2053WindDuration: 1.60 WAVE Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lt Wedge 2x4 SP #3':Rt Wedge 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 e.-I pSp Oa• J5` ATE o 278 4` Ak;1jnenanut ty 07/ 102018 C - D 997 - 2199 F - G 997 - 2199 D - E 990 - 2053 G - H 1079 - 2524 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp B - K 2147 - 832 J - H 2147 - 860 K -J 2322 - 872 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp D - K 626 - 251 J - F 626 - 251 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) fbr safety practices prior to performing these functions Installers shall provide tempora.1bracinperBCSIUnlessnotedoherwise,top chord shall have proper)y attached structural sheathing and bottom hord ;hall have a proper y attach d rigid ceiling Locations shown for permanent latgral restraint bf webs shall hav braacing9 insTalled per BC I sections B3, B7 or 610, as app icafsle Apply plates to each face, or truss and position as shown above and on tI a Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Bu1ildl1'ng omponQnts Group In, shall not be responsible for any deviation from this drawin any failure to build the -n m,,,,,,,,, truss in conformance with ANS11 1 1, or for handling, shipping, installation and bracing o ,trussesA eat on this dr wi g or cover pa e . , 240o Lake Orange Dr. listing this drawing, indicates acceptance of pro) essiona! en ineerinq responsibilitcyv sole)y for the desi n shown. The suitability 9 and use,of this awing for any structure is fhe responsibiIVof the Building Desigrfer per'ANSI/TPI 1 S-6c.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE, www.al ineitw.com; TPI www.t inst or , SBCA www.sbundust .com, ICC. www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply- 1 SEON: 1589 / T25 / SPEC Cusl: R R8975 JRef. 1 Wc189750075 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Oty: 1 FROM. PFH DrwNo 190.18 1500.11765 Truss Label: A5G _ _ _ _ KM / WHK 07/09/2018 7' 7' e SS0712 T , 2 6 5X5(C8) Q=4X8(C8) T e A BB K J 1114X8 C 1 + 6' 10"4 6'10"4 15' 23' 30' 8' 8' 7' 1113XD8 T2 1//8XE0 a) H (a) I H SS1017 1112X4 30' 8'1"12 8'1"12 6'10"4 15' 23'1"12 + 30' 4X6(C1) T T3 i+> F v G 4X4(C1) 1 V 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 L/defl L/# Loc R / U / Rw / Rh / RL W TCDL: 1700 Speed 150 mph Pf NA Ce: NA VERT(LL): 0.226 D 999 360 K 3881 / 2033 / - / - / - 4 0 BCLL 000 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.849 D 663 240 F 2897 11290 / - / - / - 4.0 BCDL: 1000 Risk Category: II Snow Duration: NA HORZ(LL): 0 039 C - Wind reactions based on MWFRS Des Ld: 4700 EXP C Mean Height. 22 19 ft HORZ(TL) 0.093 C K Min Big Width Req = 3.2 NCBCLL 10.00 TCDL. 4 2 psf Code / Misc Criteria Creep Factor. 2 0 F Min Br Width Re 2.49q = Soffit: 0 00 BCDL: 5.0 psf Bldg Code: FBC 6th ed 201 Max TC CSI: 0 928 Bearings K 8 F are a rigid surfacegg, Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI: 0.571 Members not listed have forces less than 375# Spacing: 24.0 " C8C Dist a' 3.00 It Re Factors Used: Yes Max Web CSI. 0 655 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall not in 144.00 FT/RT:20(0)/10(0) Chords Tens.Comp Chords Tens. Comp GCpi: 0.18 Plate Type(s): Wind Duration 1 60 WAVE, 18SS VIEW Ver, 17.02.01A.1115 21 B - C 3760 - 7769 D - E 4104 - 9211 Lumber Wind C - D 4107 - 9214 E - F 2436 - 5479 Value Set 13B (Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 2400f-2 OE :T2 2x8 SP Additional Notes Chords Tens.Comp. Chords Tens. Comp. 2400f-2 OE: 33 2x4 SP #1. WIND LOAD CASE MODIFIED! B - J 6883 - 3260 1 - H 4825 - 2129 Bot chord 2x8 SP 2400f-2.OE Webs 2x4 SP #3 :W2 2x4 SP #2 N: W4 2x4 SP 2400f-2 OE: Lumber value set "138" uses design values approved 1/3012013 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 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: 562 lb Conc. Load at 7.03 TC' 250 lb Conc Load at 9.06,11.06,13 06 BC: 574 lb Conc. Load at 7.03 BC: 136 lb Conc Load at 9 06 11 06 13 06 J - 1 6844 - 3259 H - F 4824 - 2124 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp. J - C 945 - 306 D - 1 865 - 1208 C - 1 2580 - 1117 1 - E 4784 - 2153 i o •; ATE Q c.• .,-4 0R OP•,.<c. BC: 1389 lb Conc Load at 14.27 #0 278 s414wONokwul ° YftlWµt 07/ 10/2018 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 (Building Component Safety Information, by TPI an ct SBCA) fo'r safety l9ractices prior to performing these functions. Installers shall provide temporarryy bracin per BCSI Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a progefly attach tl rigid ceiling Locations shown for permanent lateral restraint bf webs shall hay bracin(] installed per BCSI sections B3, 87 or B70 as applicable ApplyplatestoeachfaceoftrussandpositionasshownaboveandonltheaoiniDetails, unless noted otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Buildi1ngg Components Grqup Intfi shall not be responsible for any deviation from this drawing any failure to build the µrMco,,,,, truss in conformance with ANSIlTPI 1, or for handlina, s ippinq, installation and bracing of,trussesA eat on this drawing or cover page, , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of proressionar en ineering responsibility solely for the desi n shown. The s iiTabitity and use,ofthisawingforanystructureistheresponsibit!t of the Building Desigrier per ANSI/TPI 1 Sbc.2. Suite 150 For more information see thisjob's general notes page and these web sites: ALPINE www al ineitw com; TPI: www.t insl.or , SBCA www sbandustry corn, ICC: www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply, 1 SEON: 1590 / VARIOUS ,9A619A7 ,258SE/258MA/258TA ,RA01 Oty 1 FROM RDG Truss Label: A5GA To A 5x 15' 8' e 8X8 C 1114XD6 T2 23' 8' T62 / HIPS I Cust: R R8975 JRef 1 Wc189750075 DrwNo' 190 18.1500 12406 KM / WHK 07/09/ 2018 Z_8E8 30' 7' 1Z 6 a) a) W 6X6( C3 W2 6X6( C3) B F J I 1114X4 =H1014 30' H 1114X4 16' 10" 4 8' 1"12 8'1"12 6'1l "4 1' i + 6'10"4 + 15' + 23' 1"12 + 30' + ' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std, ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL' 0.00 Enclosure- Closed BCDL: 10.00 Risk Category: II EXP. C Des Ld 4700 Mean Height: 22.19 ft NCBCLL: 10.00 TCDL' 4 2 psf Soffit 000 BCDL: 5.0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a. 3.00 It Loc. from endwall: not in 144.00 GCpi: 0.18 Wind Duration, 1 60 Lumber Value Set 13B (Effective 6/ 1/2013) Top chord 2x4 SP 2400f- 2.0E T2 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 W2, W4 2x6 SP #2 N: Lt Wedge 2x4 SP #3:: Rt Wedge 2x4 SP #3: Lumber value set "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 and reactions based on MWFRS. Bearing Block(s) Brg blocks: 0.128"x3" nails brg x-loc #blocks length/ blk #nails/blk wall plate 1 0.000, 1 12" 4 Rigid Surface 2 29.667' 1 12" 4 Rigid Surface Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg NA Ct NA CAT, NA PP Deflection in loc Udell U# Pf. NA Ce: NA VERT( LL): 0.264 D 999 360 Lu' NA Cs' NA VERT( TL)' 0 987 D 569 240 Snow Duration: NA HORZ(LL): 0.069 H - HORZ(TL)' 0.164 H Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.969 TPI Std: 2014 Max BC CSI: 0.869 Rep Factors Used Yes Max Web CSI 0.535 FT/RT 20(0)/10( 0) Plate Type(s): VIEW Ver: 17 02.01A 1115.21 WAVE, HS Special Loads LumberDur.Fac.= 1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at - 1.00 to 78 plf at 7.00 TC: From 39 plf at 7.00 to 39 plf at 23.00 TC: From 78 plf at 23.00 to 78 plf at 31.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC. From 10 plf at 7.03 to 10 plf at 22.97 BC: From 20 pif at 22 97 to 20 plf at 30.00 TC. 565 lb Conc. Load at 7.03 TC: 254 Ib Conc. Load at 9.06,11.06,13.06,15.00 TC 2501b Conc. Load at 16.94,18.94,20.94 TC' 562 lb Conc Load at 22 97 BC. 579 lb Conc. Load at 7.03 BC 137 lb Conc. Load at 9.06,11.06,13 06,15 00 BC. 136 lb Conc. Load at 16.94,18.94,20.94 BC- 574 lb Conc. Load at 22 3Z.....,..-_ U • lit a'•§KfATE ao z78 '% ti, /0NA_ V': oat' 07/10/2018 Maximum Reactions ( Ibs) Loc R / U /Rw /Rh / RL /W B 3660 / 1670 / - I - / - / 4 0 F 3652 / 1660 / - / - / - / 4 0 Wind reactions based on MWFRS B Min Brg Width Req = - F Min Brg Width Req = - Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp B - C 3192 - 7023 D - E 4029 - 8777 C - D 4029 - 8777 E - F 3170 - 7004 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. B - J 6179 - 2790 1 - H 6133 - 2770 J - 1 6151 - 2790 H - F 6161 - 2770 Maximum Web Forces Per Ply ( Ibs) Webs Tens Comp. Webs Tens. Comp. J- C 685 0 1- E 2896 - 1378 C- 1 2877 -1356 E- H 678 0 D - 1 1058 - 1584 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, handlingp shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fb safety practices prior to performing these functions Installers shall provide temporarryV bracin per BCSI.. Unless noted olherwise,top chord shall have proper)y attached structural sheathing and bottom Chord shall have a properly attach d rig Id ceilin Locations shown forpermanent lateral restraint 6f webs shall havebracing inslp.Iled p r BCSI s ctions B3, B7 or 610, as app icabte. App y platestoeachfaceorttrussandpositionasshownaboveandonheJoinDetails, une(ess note otherwise. Refer to ALPINEdrawings 160A-Z for standard platepositions. Alpine, a division of ITW Buildl1nl1Componpnts Grpup 1% shall not he responsible for any deviation from this drswin any failure to build the ,,,wc,,,, truss in cgnformance with ANSIlTPI 1, or for handlirlqq. s ippinp, installation and bracing of trussesA Seal on this dr winq9 or cover pa e , , 2400 Lake Orange Dr listing this drawing, indicates acceptance of roTessionar en ineering responsibilittyy solely for the desi n sholnin. The suitability Suite 150 and use,of this drawing foranystructureistheresponsibilitofthebuildingDesigrierperANSI/TPI 1 SLsc.2. For more information see thisjob's general notes page and these web sites: ALPINE. www.al ineitw.ccm; TPI: www.t inst or : SBCA www sbcindustry.corn. ICC www imsafe org Orlando FL, 32837 Job Number: N333522 Ply: 1 _ SEQN 1591 / T18 / COMN Cust: R R8975 JRef. 1 Wc189750075 VARIOUS ,9A6/9A7 .258SE/258MA/258TA ,RA01 Qty' 4 FROM. RDG DrwNo' 190.18 1500.12327 Truss Label: G1 _ _ - _ _ __ KM / WHK 07/09/2018 5'7"4 10'8" i 15'8"12 21'4" 5'7"4 i 5'012 5'0"12 + 57"4 1, + 7 4 4 7'4"4 Loading Criteria (psg Wind Criteria TCLL' 2000 Wind Std ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure Closed BCDL: 10.00 Risk Category II EXP. C Des Ld: 47.00 Mean 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: h/2 to In Spacing 24.0 " C&C Dist a: 3 00 ft Loc. from endwall. not in 9 00 It GCpi. 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "l38" 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) 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)/l 0(0) Plate Type(s): WAVE 4x8D 21'4" 6'7"8 13'11"12 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) 0 049 H 999 360 VERT(TL): 0.188 H 999 240 HORZ(LL): 0 020 G - HORZ(TL). 0.048 G Creep Factor: 2.0 Max TC CSI: 0.387 Max BC CSI. 0 680 Max Web CSI: 0.210 VIEW Ver. 17.02.01A 1115 21 O•'JY` J • icy ••.....•'• s 0NAt E 40 278 r rfnfnuIU1110 '. 07/10/2018 7'4"4 21'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1126 /323 /775 /- /201 /80 F 1043 /291 /631 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Reg = 1.6 F Min Brg Width Reg = 1.5 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp B - C 612 - 1770 D - E 637 - 1562 C - D 609 -1552 E - F 639 - 1781 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - H 1510 - 483 G - F 1522 - 485 H - G 1025 -257 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. C - H 218 - 377 D - G 550 - 213 H - D 535 - 205 G - E 220 - 384 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shippin installing. and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an r7 SBCA) (bF safety 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 properlyattach2drigidceilinLocationsshownforermanentlateralrestr8lntbfwebsshallhavebraacininstalledp8rBCS1sectionsB3, B7 or 810, as applica e. Apply plates to each face opruss and position as shown above and on the Joink9Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildl1'nc Components Grpup InS. shall not be responsible for any deviation from this drawing an failure to build the ,,,,,CO,,,,,,,, truss in conformance with ANSIfiPI 1, or for handlirtq s ippinq, installation and bracing of trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of roTessionaf en ineenric responsibilittyv solely for the design shown. The suitability and use ,of this drawing for any structure is the responsibilit9lof the Building Desigrfer per1ANSI/TPI 1 Si5c.2. Suite 150 For more information see thisjob's geneml notes page and these web sites ALPINE, www.al ineitw com. TPI. v t cost or _SBCA' www.sbundustry.com, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON. 1592 / T16 / COMN Cust' RR8975 JRef 1Wcl89750075 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA0l Oty' 1 FROM. RDG DrwNo. 190.18.1500.10128 Truss Label: G2 _— - - -- — _ J - -__ FV / DF 07/09/2018 Loading Criteria (psf) TCLL' 20.00 TCDL. 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld' 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration 1 25 Spacing' 24.0 " 5'7"4 10'8" 15'8"12 21'4" 5'7"4 5'0"12 50"12 57"4 1 7'4"4 7'4"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: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9 00 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 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. 4X8D 21'4" 67'8 7'4"4 1 13"1"12 21'4" 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 B 1123 / 322 1774 / - / 214 / 8 0Pf' NA Ce: NA VERT(I-Q. 0.049 H 999 360 Lu: NA Cs: NA VERT(TL)' 0.188 H 999 240 F 1123 / 322 1774 / - /. / 8.0 Snow Duration: NA HORZ(LL): 0.020 H - Wind reactions based on MWFRS HORZ(TL) 0 048 H Creep Factor' 2 0 B Min Brg Width Reg = 1.6 F Min Brg Width Reg = 1.6Code / Misc Criteria Bldg Code. FBC 6th ed 201 Max TC CSI 0 370 Bearings B & F are a rigid surface. TPI Std: 2014 Max BC CSI: 0.670 Bearings B & F require a seat plate. Rep Factors Used. Yes Max Web CSI: 0 205 FT/RT 20(0)/t 0(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 VIEW Ver: 17.02.01A.1115 21 B - C 602 -1765 D - E 603 - 1548 WAVE C - D 603 - 1547 E - F 602 - 1766 r S 00V- `.• ATE :• R i o 278 ''' ONAI.N, 07/ 10/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. B - 1 1506 - 426 H - F 1506 - 452 1 - H 1020 - 225 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. C - 1 217 - 376 D - H 537 - 207 1 - D 536 - 207 H - E 217 - 376 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingp shi n installing and bracing. Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, by TPI anSBCA) fbF safety ractices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have proper)yy attached structural sheathing and bottom chord shall have a proper y idceilinggLocationsshownforpermanentlateralrestraintbfwebsshallhavebra8cininstalledperBCSIsections $3, B7 or 910, e.- AppTyplatestoeachface, of ttruss and position as shown above and on the Joint9Details, unless noted otherwise Refer to Alpine, a division of ITW B1 ildl1nlgComponents Group InC shall not be re pponslble for any deviation from this drewinp any failure to build the trriss in conformance with ANSI/TPI 1, or for handllriqq,, shippingq, installatidn and bracing of trussesA seal on this dr8wing9 or cover page, listing this drawingq indicates acceptance of proTessionar engineering responsibility solely for the de si n shov/n. The suiCability and use, of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this For generalnotespage and these web sites ALPINE: www.alpmeaw.com; TPI: www.tpinst erg; SBCA: www.sbondustry com; ICC www,iccsaf ALPINE M nWC10` ADAnY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON. 1651 / T15 / HIPS Cusl: R R8975 JRef: 1 Wcl89750075 VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Oly' 1 FROM: RDG DrwNo. 190 18 1500 11500 Truss Label: G3 _ _ —_ KM / WHK 07/09/2018 9' 12'4" 9' T4" t 9'1"12 9'1"12 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: 15.00 ft NCBCLL 10 00 TCDL: 4.2 psf Soffit 000 BCDL- 5 0 psf Load Duration 1.25 MWFRS Parallel Dist: h/2 to h Spacing 24 0 " C&C Dist a: 3.00 ft Loc from endwall not in 9 00 ft GCpi 0 18 Wind Duration. 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP 2400f-2 OE :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. vF C8 T2 = 5XD5 Snow Criteria (Pg,Pf in PSF) Pg: NA Cf NA CAT: N/ Pf NA Ce. NA Lu: NA Cs. NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std 2014 Rep Factors Used. Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE 21'4" 2' 10" 11'11"12 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) 0.029 G 999 360 VERT(TL). 0.110 G 999 240 HORZ(LL). 0.018 H - - HORZ(TL)- 0.042 H Creep Factor 2 0 Max TC CSI 0.776 Max BC CSI 0.886 Max Web CSI: 0.105 VIEW Ver 17.02 01A 1115 21 orp.Sg Oa JY` VAT IE 0 FOR .P • ` 0 278 ..' 07/ 10/2018 21'4" 9' 9'4"4 21'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1123 / 323 / 773 / - / 186 / 8 0 E 1123 /323 /773 /- /- /80 Wind reactions based on MWFRS B Min Brg Width Req = 1 6 E Min Brg Width Req = 1.6 Bearings B & E are a rigid surface. Bearings B & E require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp B - C 569 -1547 D - E 568 - 1542 C - D 603 -1263 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - H 1257 - 351 G - E 1253 - 376 H - G 1261 - 352 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryv bracin per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attach d rl'gid ceiling Locations shown for permanent lateral restraint bf webs shall hay bracing installed per SCSI sections $3, B7 or 610, as app ica a AppTy plates to each face, of truss and position as shown above and on tthe Joint Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuiId1'ncc Components Group In, . shall npt be responsible for any deviation from this drpwinq any failure to build the ,nwco,,,,,N, truss in conformance with AN $PI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr8wing or cover page , , 2400 Lake Orange Dr. listingthis drawing indicates acceptance of rofessionar en ineerir res onsibilittyv sole) for the desi n shown. The suitability Suite t 50andseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesigrferpeANSI/TPI 1 Sec.2. ty For more information see this job's general notes page and these web sites, ALPINE w al inedw corn, TPI www.t inst or . SBCA www.sbundust corn; ICC: w Jccsafe.org Orlando FL, 32837 Job Number: N333522 Ply, 1 SEON: 1594 / T69 / HIPS Cust: RR8975 JRef: 1Wc189750075 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA .RA01 Oty: 1 FROM: PFH DrwNo. 190 18 1500.11314 Truss Label: G4G KM / WHK 07/09/2018 7' 14,4„ 21'4„ 7, T 7'4" 7' I 0 t 433 I 6'10"4 f t 6' 10"4 Loading Criteria (psq 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 EXP: C Des Ld: 4700 Mean Height: 15.00 R 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 R Loc from endwall. NA GCpr. 0.18 Wind Duration 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x6 SP SS Bol chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" 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. 6X6 a 6X6 C T2 D 21'4" 3'9"12 3'9"12 10'8" 14'5" 12 6' 10"4 21'4" 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig NA Ct, NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL Pf: NA Ce: NA VERT(LL) 0 094 H 999 360 B 2134 / 617- Lu' NA Cs: NA VERT(TL). 0.365 H 999 240 E 2134 1617- Snow Duration NA HORZ(LL). 0 042 G - - Wind reactions based on MWFRS HORZ(TL): 0 101 G B Min Brg Width Req = 2.5 Code / Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = 2.5 Bldg Code FBC 6th ed 201 Max TC CSI 0 643 Bearings B & E are a rigid surface TPI Std: 2014 Max BC CSI 0 685 Bearings B & E require a seat plate. Rep Factors Used: No Max Web CSI 0 265 W 8.0 80 FT/RT 20(0)I10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens Comp. Chords Tens. Comp. WAVE VIEW Ver: 17 02 01A.1115 21 B - C 1127 - 3930 D - E 1127 - 3930 C - D 935 -3524 v w. vv-ry i* o ATE c•' .'c4 OR\4PO'' . 0 27s/ONA`twtl r19' wttKtuw 07/ 10/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - 1 3427 - 964 H - G 3398 - 961 1 - H 3398 - 961 G - E 3427 - 964 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. I - C 696 - 74 D - G 696 - 74 WARNING' READ AND FOLLOW ALL NOTES ON THIS 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 anc3 SBCA) for safely practices prior to performing these functions. Installers shall provide te9porarryy bracin per BCSI. Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properlyattacho. rigid ceilin Locations shown for permanent lateral restraint bf webs shall hav bracing installed p r BCSI s ctions B3, B7 or B10, as appllca e. Applgy plates to each face of truss and position as shown above and on tine Joint Details, un ess note otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Buildl1ncct ccomponenls Group InC. shall not be responsible for any deviation from this drawin a9y failure to build the ,,,,o,,,,,,,, truss in conformance with ANSI/TP1 1, or for handling shipping, installation and bracing of,trussesA $eal on this dr winq or cover page , , 2400 Lake Orange Dr. listingthis drawing indicates acceptance of proTessionar en meerind responsibilittyv solely Tor the design shovTn. The suiCabilityanduseofthisdrawing, for any structure is p e responsibilitjlof the Building Desigrfer per ANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites. ALPINE, wW .al ineitw.com, TPI, www 1 inst or , SSCA www.sbundust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 2 SEON: 1595 / T70 / FLAT Cusl: R R8975 JRef: 1 WLI89750075 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Oly' 1 FROM• RDG DrwNo: 190.18.1500.10985 Truss Label. FG1 KM / WHK 07/09/2018 2 Complete Trusses Required 2'3"15 F- 20'10"1 M. 1'10"15 5 5„ 4'4"14 6'6"5 8'6"12 i- ` r 10' 4"5 12'1"11 T14' 5"14 1- 16' 6"l 18'6"1 20'5"l I- H2'0" 15 2'1„7 2,0„71,9„9 1,9„9 r 2,4„1 Z,o„2 r 2, 1111„ 4X10 T1 6X6 5X10 4X8 6X12 =8X8 =4X10 4X12 6X6 5X10 A B C D E F G H I T3 J K T W W8 W W. _39 W20 1 BL1 V U voujLTSRQPB2ONM1114X6 4X8 8X10=8X14('•) =4X6 1112X4 8X8 1114X6 11 7' 11 "9 i 12'6"9 2' 07 1 2'07 1'111,15} 1'11"15, 2'3"9 2,2"9 1'11"1+ 2'0"2 2'0"8 Ir 2' 3"8 2' 0"7 4'0"14 6'0"13 8'0"12 10'4"5 12'6"14 14'5"14 166"1 18'6"9 20'10"1"1Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std NA Pg: NA Ct. NA CAT. NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL 10.00 Speed: NA mph Pf NA Ce: NA VERT(LL): 0.178 0 844 360 V 2251 / 45 / - / 0 / - / 5 7 BCLL. 000 Enclosure. NA Lu: NA Cs. NA VERT(TL) 0.312 0 614 240 R 11451 / - / - / 1 / - / 4.0 BCDL. 500 Category: NA Snow Duration NA HORZ(LL)' 0.013 G - - L 4469 /- / - / - / - / 3 0 Des Ld 55.00 EXP: NA HORZ(TL). 0.018 G - - V Min Brg Width Reg = 1.5 NCBCLL 000 Mean Height NA ft TCDL: NA psf Code / Misc Criteria Creep Factor: 2.0 R Min Brg Width Reg = - Soffit: 2.00 BCDL. NA psf Bldg Code FBC 6th.ed 201 Max TC CSI: 0.773 L Min Br Width Re - 1 9 9q - Load Duration: 1 00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0 904 Bearings V, R, 8 L are a rigid surface. Spacing* 24 0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.608 Members not listed have forces less than 375# Loc from endwall: NA FT/RT:20 0 /10 0) Maximum Top Chord Forces Per Ply (Ibs) I: NA GCpi: NA Plate Type(s)' Chords Tens.Comp. Chords Tens Comp Wind Duration: NA WAVE VIEW Ver 17.02.01A.1115.21 Lumber Bearing Block(s) A - B 67 -2 G - H 0 -3335 C - D 1883 -92 H - I 0 - 4553553 Value Set. 13B (Effective 6/1/2013) Brg blocks 0 128"x3" nails D - E 5495 0 1-1 0 - 4542 Top chord 2x6 SP SS 311 2x6 SP 2400f-2.OE brg x4oc #blocks length/blk #nails/blk wall plate E - F 520 -22 J - K 0 -4550 T3 2x4 SP 2400f-2 OE: 2 8.124' 1 14" 18 Rigid Surface F - G 520 - 22 Bot chord 2x6 SP SS :B2 2x6 SP 2400f-2.OE: Brg block to be same size and species as chord Webs 2x4 SP #3 :W6, W7, W8, W12, W20 2x4 SP #2 N: Refer to drawing CNNAILSP1014 for more information. W9 2x6 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) W10, W19 2x4 SP 2400f-2.OE. Additional Notes Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses desi n v-h— Truss must be installed as shown with top chord up. U - T 760 - 81 P O 5186 0 9approved 1/30/2013 by ALSC Nailnote Nail Schedule'O.128"x3" nails Top Chord. 1 Row @ 2.75" o.c Bot Chord: 1 Row @12.00" o.c. Webs 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 4X4 except as noted 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Girder supports. 30-0-0 span to TC one face and 2- 0-0 span to TC/BC split opposite face Purlins The TC of this truss shall be braced with attached S- R 66 - 2221 O- N 5186 0 R- 0 0 -8001 N-M 4542 0 Q - P 3041 0 Maximum Web Forces Per Ply (Ibs) Itigltly/ ql Webs Tens.Comp Webs Tens Comp J F `O A - V 20 - 716 F - Q 0 - 689 OOJe _ • .••' Y• Jj` 53 U -B 49 -748 G-P 1010 0 V\' /•`/ B - T 47 - 621 P - H 0 - 2069 C-S 0 -2282 H-N 72 -714 0. 6418 1S - D 1161 0 1 - N 0 - 545 D-R 0-3780 J -M 0 -1163 R - E 0 - 3463 M - K 4890 0 E- 0 3925 0 K- L 0- 2346 Q spans at 24" oc in lieu of structural sheathing. #0 278 iVy pt7/ANAL O k1ewu+uwuW 07/ 10/ 2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. , Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safPety practices prior to performing these functions. Installers shall provide temporary bracin perBCSI. Unless noted ci herwise,top chord shall have proper)y attached structural sheathing and bottom hord shall have a proper y attached rig4id ceilin Locations shown forpermanent lateral restraint bf webs shall hav br cin insTalled p r BCSI s ctions D3, B7 or B10 as applicattle. Applyplatestoeachface, of truss and position as shown above and on lie oini9Details, un less note otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Bf ildl1'ncq1 omponQnts Group In, , shall not be responsible for any deviation from this drpwin any failure to build the µn CO~ truss in conformance with ANslrf 1 1, or for han 114 shipping, installation and bracing of trussesA eal on this dr wing or cover page , , 2400 Lake Orange Dr. listingthis drawing, indicatesacceptanceofproessionarenineerinqqresonsibilityysole) for the design shown. The suicabill Suite 150 and se ofthisaawingforanystructureistheresponsibilitoftheBuildingDesigrierper'ANSI/TPI 1Sec.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: www sbandus .com, ICC: www.iccsafe org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON: 1596 / T14 / HIPS Cust. R R8975 JRef: 1 Wc189750075 VARIOUS ,9A6/9A7 .258SE/258MA/258TA ,RA01 Oty. 1 FROM: PFH DrwNo 190.18.1500 12545 Truss Label: C1G _ - - KM / WHK 07/09/2018 1' 10"8 64" 9' 10"4 1 14' 5"8 164" 1' 10"8 4' 5"8 3'6"4 1 47'4 110 12 6 0 6 / Loading Criteria (psf) TCLL: 20.00 TCDL: 1700 BCLL: 0.00 BCDL: 10.00 Des Ld: 47 00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing 24 0 " E 8M 12 C 04 1112p4 T2 E 8X12 F IIIZA4 =tS1CI =HlUl4 IIIZA4 2'0"4 4'3"1 2 2'0"4 6'4" 16'4" 3'8" 10, 4'3"12 2'04 14'3"12 164" 3) T M m Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Fig NA Ct: NA CAT: NA PP Deflection in loc Udef! U# Loc R / U / Rw / Rh / RL / W B 2095 / 986 / - / - / - 140 Speed 150 mph Pf: NA Ce: NA VERT(LL): 0.230 D 837 360 Enclosure. Closed Lu: NA Cs: NA VERT(TL) 0 863 D 352 240 G 2106 / 862 / - / - / - / 4.0 Risk Category II Snow Duration: NA HORZ(LL) 0.032 C - Wind reactions based on MWFRS EXP. C HORZ(TL): 0.076 C B Min Brg Width Req = 2.5 Code / Misc CriteriaMeanHeight. 20 91 ft Creep Factor, 2 0 G Min Brg Width Req = 2.5 TCDL: 4.2 psfBearingsrigid BCDL: 5.0 psf Bldg Code FBC 6th.ed 201 Max TC CSI: 0.797gB8Garea id surface. MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 919 Members not listed have forces less than 375# C&C Dist a: 3.00 ft Rep Factors Used Yes Max Web CSI 0.365 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall not in 144.00 FT/RT 20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp GCpi: 0.18 Plate Type(s) VIEW Ver: 17.02.01A.1115.21 B - C 1506 - 3622 E - F 3224 - 7916 C D 3135 7698 F G 1593 3893 Wind Duration 1.60 WAVE, HS Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP 2400f-2.OE Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2, W6 2x4 SP 2400f-2 OE. Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Our Fac.=1 25 / Plate Dur.Fac =1 25) TC, From 78 plf at -1.00 to 78 pit at 16.33 BC: From 20 plf at 0 00 to 20 plf at 1633 TC: 66 lb Conc Load at 1.91,14.44 TC: 47 lb Conc Load at 3.94, 5.94, 7.94, 8.40 10.40,12.40 BC: 51 lb Conc. Load at 1.09 BC: 37 lb Conc. Load at 1.91,14.44 BC: 148 lb Conc. Load at 3.09 BC, 33 lb Conc. Load at 3.94, 5.94, 7.94, 8.40 10.40,12.40 BC 246 lb Conc Load at 5.09 BC 347 lb Conc. Load at 7.06, 9.06.11 06,13 06 Wind Wind loads and reactions based on MWFRS. G S F``''a r i • o. 648 '% Additional Notes MATE ' WIND LOAD CASE MODIFIED! Gs O Q ys At- 0 / 10/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS D - E 3135 - 7698 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp B -K 3182-1311 1 - H 3467 -1411 K - J 3213 - 1302 H - G 3423 - 1399 J - 1 8001 - 3272 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. C - J 4616 - 1895 I - F 4588 - 1870 D - J 349 - 380 Alpinq, a division of ITW 8uuiId1''n4qCompon nts Grp0upp InC shall not be respponsible for any deviation from this drawingg anyy failure to build thetrussinconformancewithXN(Wi PI 1, or t or handliri shipping, installatidn and bracing of trussesA eal on this drawing or cover paqe , listing this drawing indicates acceptance of pro essiona engineering responsibility solelor the des i n shown. The sui abilityanduseofthisdrawing, for any structure is the responsibility of the Building Designer pePANSI/TPI 1 ac.2. e,..r......e.... se n,.,,.w...e..e.i.....e. .....e ...a .e....ew ..e. eiowe ....... ....,...,.........., roi ....... ,.........., core. ........w,.,..w....., ,....., irr ,...... ,,.....r, 141161111 ALPINE err my mMwan 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1597 / T48 / COMN Cust: RR8975 JRef. 1Wcl89750075 VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RAO1 Oty 3 FROM RDG DrwNo. 190.18.1500.11003 Truss Label: D1 _ _ _ _ KM / WHK 07/09/2018 SO nQ 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 10" T 10" H0510 C 4X4(81) 11117,4 Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category: II EXP' C Mean Height: 22.40 It TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall, not in 9.00 ft GCpi' o.1 a Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 15'8" T 10" 7'10" 15'8" 7' 10" Tl0" 15'8" zo Q 1) Snow Criteria (Pg,Pt in PSF) DeFl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf, NA Ce: NA VERT(LL) 0.010 E 999 360 B 849 / 240 1579 / - / 153 / 4 0 Lu: NA Cs' NA VERT(TL). 0.041 E 999 240 D 765 / 210 / 494 / - / - / - Snow Duration: NA HORZ(LL): 0 010 E - Wind reactions based on MWFRS HORZ( L): 0.020 E B Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor: 2.0 D Min Brg Width Req = - Bldg Code: FBC 61h.ed 201 Max TC CSI: 0 878 Bearing B is a rigid surface. TPI Sid 2014 Max BC CSI. 0 736 Rep Factors Used: Yes Max Web CSI' 0.134 Members not listed have forces less than 375# 10(0) FT/RT: pe( Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp sPlateType(s) WAVE, HS VIEW Ver: 17.02 01A 1115 21 B - C 448 - 1063 C - D 464 - 1061 pS oti• ,60 o. tf4ii 0 •. ATE Q 07/ 10/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp B - E 838 - 294 E - D 838 - 294 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) (o'r safely practices prior to performing these functions. Installers shall provide temporary bracin per BCSI Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properlyattach, rigid ceiling Locations shown for permanent lateral restr8lntel webs shall hav8 brawn installed per BC I sections $3, B7 or B70, as app ica e. Apply, plates to each face of truss and position as shown above and on the Joinl9Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildl1'ncc ccomponrnts Group Inc shall not be responsible for any deviation from this drawing any failure to build thetrussinconformancewithANVPI1, or for handling, shipping, installatidn and bracing of trussesA Seal on this drNingg or cover page , , 2aoo Lake Orange Dr. listing this drawing indicates acceptance of pproTessionaf en ineerinq responsibility solely for the desi n shov7n. The suitabilityanduseofthisdrawing, for any structure is [he responsibilit,7 of the Building Desigrfer perANSIITPI 1 SLm.2. Suite 150 For more information see this ob's general notes page and these web sites ALPINE, www al ineitw com; TPI: www.t inst.or , SBCA www.sbdnduslry com, ICC www imsafe org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON. 1598 / T47 / COMN Cust. RR8975 JRef, 1 Wc189750075 VARIOUS , 9A6/9A7 ,258SE1258MA1258TA ,RA01 Oty. 1 FROM RDG DrwNo: 190.18.1500 12654 Truss Label: D2 KM / WHK 07/09/2018 Loading Criteria (psq Wind Criteria i 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: 47.00 Mean Height, 22.40 ft NCBCLL 10.00 TCDL 4 2 psf Soffit: 000 BCDL: 5.0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi• 0.18 Wind Duration: 1 60 Lumber Value Set. 13B (Effective 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 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 7' 10" 15'8" 7' 10" T 10" H0510 C 15, 8" T 10" 7' 10" T10" 15'8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0 011 E 999 360 Lu: NA Cs' NA VERT(TL): 0.041 E 999 240 Snow Duration NA HORZ(LL). 0.010 E - - HORZ( TL)- 0.020 E Code / Misc Criteria Creep Factor, 2.0 Bldg Code FBC 6th.ed 201 Max TC CSI, 0.878 TPI Std 2014 Max BC CSI. 0 736 Rep Factors Used: Yes Max Web CSI: 0.134 FT/ RT:20(0)/10(0) Plate Type(s): VIEW Ver: 17.02 01A 1115.21 WAVE, HS ATE 0 27s'%.,S/ONAL 07/ 10/2018 N m Qill Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 849 / 361 / 579 / - / 153 / 4 0 D 765 /315 /494 /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = 1.5 Bearings B & D are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. B - C 448 - 1063 C - D 464 - 1061 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 838 - 294 E - D 838 - 294 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, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI an SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a proper y attach dAmidceilingLocationsshownforDermanentlateralrestraintbfwebsshallhaybraacingqinslalledperBCSIsections $3, B7 or 910. as app icafste App y plates to each face of truss and position as shown above and on tthe Joint Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Bulldl1'ng Com onents Group InC shall not be respponsible for an deviation from this dr wing any failure to build the truss inconformancewithANJI/TPI 1 or for handling shipping, installatidn and bracing of trussesA eat on this drawing or cover page , , 2400 Lake Orange Dr.m listing this drawing, indicates acceptance of pro essiona en ineeririg responsibilittyv solely for the design shovTn. The suitability and useofthisaawingforanystructureistheresponsibilityoftheBuildingDesigrierper1ANSI/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 t inst or . SBCA: www sbandust .com, ICC. www imsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 ISEQN. 1599 / T46 / HIPS Cusi: R R8975 JRef 1 Wcl89750075 VARIOUS ,9A6/9A7 .258SE/258MA/258TA ,RA01 Oty. 1 FROM RDG DrwNo. 190.18 1500 11005 Truss Label: D3G KM / WHK 07/09/2018 Loading Criteria (psi) Wind Criteria TCLL: 2000 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 22.19 It NCBCLL: 0.00 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 NA GCpi 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T1 2x4 SP #1: Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs Wind Wind loads and reactions based on MWFRS. 7' 8'8" 1 5,81, 7' 1'8" 7' 4X6 ZZ4X6 C D 7'1"12 7'1"12 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 No FT/RT 20(0)/10(0) Plate Type(s) WAVE 15, 8" 1'4"8 8'6"4 7'1"12 15,81, 1 - Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# I Loc R / U / Rw / Rh / RL VERT(LL) 0.049 G 999 360 B 1445 1616- VERT(TL): 0.189 G 999 240 E 1445 / 617- HORZ(LL): 0.018 G - - Wind reactions based on MWFRS HORZ(TL): 0.045 G B Min Brg Width Req = 1.5 Creep Factor: 2 0 E Min Brg Width Req = 1 5 Max TC CSI 0 887 Bearings B & E are a rigid surface. Max BC CSI 0 392 W 40 4.0 Max Web CSI: 0.252 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. VIEW Ver: 17.02.01A.1115.21 B - C 962 - 2271 D - E 962 - 2271 C - D 792 -1936 o•• ATE : , 40 27s .,sS/pNA1. V,aa* 07/ 10/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp B - H 1910 - 785 G - E 1911 - 785 H - G 1936 -792 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 660 -194 G - D 645 - 186 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) (or safety practices prior to performing these functions. Installers shall provide temporarryY bracing per SCSI Unless noted c1herwise,top chord shall have properlyy attached structural sheathingp and bottom hord shall have a propperly attachQ, rigid ceiling Locations shown forpermanent lateral restraint bf webs shall hav braacinga inslelled per BC I sections B3, B7 or B10, _ asapplllcameApplyplatestoeachfaceoftrussandpositionasshownaboveandonttaJoinrDetails, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildl1'nccL CComponQnts Group Ins shall not be responsible for any deviation from this dr8winp anv failure to build the µ,,,,CO,,,,v,,. trussinconformancewithANSIlfPI1, or for handliriq shipping, installation and bracing of,trussesA seal on this dir wirSq or cover page , , 2400 Lake Orange Dr. listingthisdrawingqindicatesacceptanceofproTessionarenineeringresponsibilitty sole) for the deli n sho n. The suitability anduseofthisarawingforanystructureistheresponsibilit9loftheBuildingDesigrferperANSI/TPI 1 S c.2. Suite 150 For more information see this job's general notes page and these web sites. ALPINE www al ineitw com: TPP www t inst.or : SBCA: www.slbandustry com, ICC www.icrsafe.org Orlando FL, 32837 Job Number: N333522 VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Truss Label: L1 Loading Criteria (psi) 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 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 It TCDL' 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpr. 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 #2 N Webs 2x4 SP #3 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. Right end vertical not exposed to wind pressure. a e 9' 9' 9' 3"8 9'3"8 Snow Criteria (Pg,PI in PSF) Pg: NA Cl NA CAT' W Pf: NA Ce: NA Lu. NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code. FBC 6th.ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Ply: 1 SEON 1649 / T26 / HI PM Cusl. RR8975 JRef: 1Wcl89750075 lorlo. Oty' 1 FROM RDG 190 18 1500.11004 KM / WHK 07/09/2018 15' 14'0"8 15' 5'0"8 11 1116X8 4X4 C T2 D 4'10"12 14'Y'4 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.055 G 999 360 VERT(TL)' 0.205 G 999 240 HORZ(LL): 0.022 G - - HORZ(TL): 0 051 G Creep Factor: 2.0 Max TC CSI: 0.937 Max BC CSI 0.899 Max Web CSI. 0.393 VIEW Ver 17 02 01A.1115.21 o. bo4o • a *' : • ATE 0278'4fyss 0NAI- 07/ 10/2018 F'—i15' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 772 / 221 / 568 / - 1127 / 8.0 E 740 /213 1451 /- /- /8.0 Wind reactions based on MWFRS B Min Big Width Req = 1 5 E Min Brg Width Req = 1.5 Bearings B & F are a rigid surface Bearings B & F require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 390 -1053 C - D 416 - 886 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - G 917 - 438 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - D 1031 - 482 D - F 337 - 662 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, in§tallingand bracing Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly id ceiling LLocations shown forDermanent lateral restraint bf webs shall hay braacingq installed per BCI sections B3, 87 or 810le - AppTy plates to each face. of truss and position as shown above and on tfle Joini Details, unless noted otherwise. Refer to of ITW Build11'n44 omponpnts Group Inc shall not be responsible for any deviation from this drawin any failure to build thericewithAN011, or for handling, shipping, installatidn and bracing of,trussesA seal on this dr wirfg or cover page , ng indicates acceptance of pro) essionar en ineerinq responsibility sole) for the desi n shown. The suit -ability r7 awing for any structure is the responsibiIVof the Building Desigrier per1ANSIrrPI 1 Sbc.2. lee this job's general notes page and these web sites ALPINE www aipinenw.com; TPI. wvnv 1pinst org, SBCA www.sbondustry.cornICC, wv Jccsaf ALPINE M MO3MIAnY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN. 1601 / T75 / HIPM Cust RR8975 JRef* 1Wc189750075 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA .RA0l Y. 1 FROM: RDG DrwNo: 190.18.1500.10175 Truss Label: L2G _ _ _ _ _+ _ _ i _ KM / WHK 07/09/2018 fi 7' 7' 12 10' 8" 14' 15' 3'8" 3'4" 111' C T2 10 1112X4 =4X8 E 3X6(A1) 11114Aq = 3A 1 U 1113X6 Loading Criteria (psq Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure. Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld 4700 Mean Height 15.00 It NCBCLL: 0.00 TCDL 4 2 psf Soffit 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24.0 " C&C Dist a: 3 00 It Loc from endwall. NA GCpr 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N. Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l38" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure. 15' 7'1"12 3'6"4 3'6"4 T1"l2 10'8" 14'2"4 1215' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct. NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 1283 / 394 / - / - I - / 8.0Pf: NA Ce: NA VERT(LL): 0 060 1 999 360 Lu NA Cs: NA VERT(TL): 0.225 1 999 240 F 1614 / 472 / - / - I - / 8.0 Snow Duration: NA HORZ(LL): 0.016 G - Wind reactions based on MWFRS HORZ(TL): 0.038 G B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.9 Bldg Code: FBC 6th ed 201 Max TC CSI 0 730 Bearings B & G are a rigid surface. TPI Std 2014 Max BC CSI. 0.642 Bearings B & G require a seat plate Rep Factors Used: No Max Web CSI: 0.855 FT/RT 20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02 01A.1115 21WAVE B - C 828 - 2782 D - E 557 -1901 C - D 557 -1901 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 2572 - 750 1 - H 2619 - 757 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. C - 1 775 -111 H - E 2245 - 657 C - H 238 - 855 E - G 483 -1472 D - H 326 - 637 i, -/- -- -- : Ia ' ATE v . ti,9 '•,•'cC \4P•'• a` SS pNN f10278 ''wAlLuwnw wu 07/ 10/ 201 s WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information,. by TPI and SBCA) I r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly I'd ceilingp ocations shown forDermanent lateral restraint Of webs shall have brawn instep led per BCSI sections B3, B7 or B10 e _ ApplypatestoeachfaceortrussandpositionasshownaboveandontheJoinDetails. unless noted otherwise. Refer to Components Grpup In,,..shall not be responsible for any deviation from this drawin any failure to build the FI 1, or for handlin shipping, installation and bracing of,lrussesA eal on this dr wing or cover pa e , acceptance ofprol'essionall en ineering responsibility solely for the design shown. The suiPabllity any structureistheresponsibilityoftheBuildingDesignerperANSIlTPI1ac.2. ral notes page and these web sites: ALPINE www alpinetw com: TPI: wJpinst.org, SBCA' w sbondustry tom ICC w iccsaf AL NE N+rtw COWuIY 2400 Lake Orange Dr Suite 150 Orlando FL, 328, Job Number: N333522 Ply: 1 SEON 1602 / T23 / HIPM VARIOUS ,9A6/9A7 .258SE/258MA/258TA ,RA0l Oty 1 FROM. RDG Truss Label: H1G ---J 7' 10' 10"7 r 7' 3' 10"7 , i9 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 EXPC Des Ld 47.00 MeaMean Height: 15.00 ft 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 ft Loc. from endwall NA GCpi: 0.18 Wind Duration 1 60 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. TY11 7'1"12 7'1"12 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 6th ed 201 TPI Sid: 2014 Rep Factors Used. No FT/RT:20(0)/10(0) Plate Type(s): WAVE 4CX6 T2 2XD4 3'4"13 -i 3'8"11 10'10"7 Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0.020 F 999 360 VERT(TL): 0.076 F 999 240 HORZ(LL): 0.012 F - HORZ(TL) 0.030 F Creep Factor: 2.0 Max TC CSI 0.805 Max BC CSI: 0.681 Max Web CSI: 0.181 VIEW Ver 17 02 01A 1115 21 a O. bCi4iS 3* * z,o:• ATE 0 278 "' S ONAL ENS, 07/10/2018 Cust R R8975 JRef. 1 W089750075 DrwNo' 190.181500.12062 KM / WHK ,-07/09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 572 /198 /- /- /- /80 F 995 / 224 / - / - ! - / 11 3 E 611 /207 I- /- /- /5.7 Wind reactions based on MWFRS B Min Big Width Req = 1.5 F Min Brg Width Req = 1 5 E Min Brg Width Req = 1.5 Bearings B, F, & E are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. B - C 179 - 449 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fat?ricating, handling shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) r0r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per SCSI. Unless noted otherwise,top chord shall have proper)yy attached structural sheathing and bottortrtlj hord shall have a propperly attached rj Id ceilin Locations shown for permanent lateral restraint i)f webs shall have braacin installed p r BC I sections $3, B7 or B10, as applicaf3 e. Applgy Oates to each face oftrussand position as shown above and on the Joini9Details, un ess noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Atpin a division of ITW Buil dA1n,$cLCom onfnts Grpup In, shall not be re ponsi le for an eviation from this dr win any failure to build the truss inconformancewithANSI/TPI 1, r for handllrig, shipping, installat$dn an bracing o ,trussesA eat on th s dr wing or cover page , , 2400 Lake Orange Dr.wu listing this drawingq indicates acceptance of proTessionar en ineenric responsibilittyv solely for the des) n shoWn. The suitability Suite 150 and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDestgrSerperANSIITPI1Sc.2. For more information see this job's general notes page and these web sites ALPINE www.alpineilw corn. TPI www tpinst org; SBCA: www sbunduslry corn; ICC. www iccsafe.org Orlando FL, 32837 Job Number: N333522 VARIOUS .9A6/9A7 ,258SE/258MA/258TA .RA01 Truss Label: V3 Loading Criteria (psf) TCLL. 20.00 TCDL: 1700 BCLL: 0.00 BCDL 10.00 Des Ld: 47.00 NCBCLL' 10.00 Soffit: 000 Load Duration 1 25 Spacing. 24.0 " T 11 "4 T Pry. 1 Qly: 1 SEQN' 1603 / T53 / VAL FROM: PFH Cust: R R8975 JRef: 1 Wc189750075 DrwNo' 190.18.1500.12218 KM / WHK 07/09/2018 1' 10"8 6' 10' 1 "8 12' 1'10"8 4'1" 8 4'1"8 1'10"8 12 6 4X4 R 1112X4 t^ 4X4 4X4( D1) n H G F III 2X4 1112X4 1112X4 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category II EXP C Mean Height 22 39 ft TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist h to 2h C&C Dist a: 3 00 it Loc from endwall not in 9 00 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 "l3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 12' 6' 6' 6' 12' 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 Udell U# VERT(LL): 0.001 H 999 360 VERT(TL): 0.003 H 999 240 HORZ(LL):-0.000 F - HORZ(TL). 0 001 F Creep Factor: 2.0 Max TC CSI 0 337 Max BC CSI: 0.117 Max Web CSI: 0 074 VIEW Ver: 17.02.01A 1115 21 0415 • s'O,Q? ATE J / 0 278 ''t'+SS O NA 07/ 10/2018 Maximum Reactions ( lbs), or'=PLF Loc R /U /Rw /Rh / RL /W 1' 98 /31 /54 /- /2 / 144 Wind reactions based on MWFRS I Min Brg Width Reg = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply ( Ibs) Webs Tens.Comp. C - G 248 -400 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, byy TPI and SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporarryy bracin per BCSI Unless notedolherwise,top chord shall have properlyy attached structural sheathing and bottom &&hord shall have a pro Dr attach d rmid ceiling LocationsshownforpermanentlateralrestraintbfwebsshallhavebraacingqinstalledperBC51sections93, B7 or 910 as applicaltte. Apply plates to @ach face o?truss and position as shown above and on the JoinrDetails, unless noted otherwise Refer to' ALPINE drawings 160A-Z for standardplatepositions. Alpine, a division of ITW Build1ngg omponpnts Group InC shall not be responsible for any deviation from this drawinu any failure to build the , m ,. n truss in conformance with ANSI/ T 1 1, or or handling, shipping, installation and bracing of trussesA Seal on this dr wing or cover page 2400 Lake Orange Dr. listingthis drawing indicates acceptance ofpro-fessionar en ineenng responsibility sole) for the design shovTn. The suiTablli Suite 150 and se of this drawingforanystructureistheresponsibi11ofthebuildingDesigrferperANSI/TPl 1 5-ec.2. ty 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 sbcindustry.com. ICC: www imsafe org Orlando FL. 32837 Job Number: N333522 `_-- _-- — — _ Ply. 1 _ [SRO: PFH / T44 -/ VAL VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty. 1 FROMM: PFH Truss Label: V2 Loading Criteria (pso TCLL: 2000 TCDL 1700 BCLL: 0.00 BCDL' 10.00 Des Ld: 47.00 NCBCLL 10.00 Soffit: 0.00 Load Duration 1.25 Spacing: 24.0 " 1'10"8 6'1 "8 8' 1'10"8 4'3" 110"8 12 6 : 06 =4X6 A4X4(D1) B C=4X4(D1) D Li Li G F E 1112X4 1112X4 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height. 23 39 it TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a. 3 00 It Loc. from endwall: not in 9.00 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 "l313" 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 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 8' 8' 8' Deft/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 F 999 360 VERT(TL): 0.003 F 999 240 HORZ(LL): -0.000 E - - HORZ( L): 0.001 E Creep Factor: 2.0 Max TC CSI 0 463 Max BC CSI. 0.117 Max Web CSI: 0.058 VIEW Ver, 17.02.01A 1115.21 V\v• vvzv • ATE 0 278''.,SS/ONA`\_mod 07/ 10/2018 Cust RR8975 JRef: 1WcI89750075 D rw N o: 190 18.1500.10236 KM / WHK 07/0912018 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W G' 97 /26 /53 /- /2 /96.0 Wind reactions based on MWFRS G Min Brg Width Reg = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I uire extreme care in fabricating, handlingshipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building I Safety Information, byy TPI an SBCA) r safetypractices prior to performing these functions. Installers shall provide temporarryv r BCSI. Unless noted dtherwise,top chord shall have proper)Yy attached structural sheathing and bottom chord $hall have a pro pperly aid ceiling Locations shown forpermanent lateral restraint Of webs shall have bracing installed per BCSI sections $3, B7 or B10 fle._ AppTy plates to each face of truss and position as shown above and on the aoingDetails, unless noted otherwise. Refer to a division of ITW Building ComponQnts Group InC shall not be responsible for any deviation from this drewin any failure to build the n conformance with ANSI/TPI 1, or for handliriq shipping, installatidn and bracing of trussesA eat on this dr wiltg or cover page , IthisdrawingindicatesacceptanceofproTessionarenineeringresponsibilittyvsolelyforthedesignshown. The suitability iseofthisdrawingforanystructureisperesponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sbc.2. e information see this job's general notes page and these web sites, ALPINE www aipineitw com. TPI. www tpinsl org. SBCA www.sbcindustry.com; ICC, www.iccsafe ALPINE u+ nwca~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 .258SE/258MAJ258TA ,RA01 Truss Label: Vl Loading Criteria (psg TCLL: 20.00 TCDL' 17.00 BCLL: 0.00 BCDL' 10.00 Des Ld: 47.00 NCBCLL: 1000 Soffit: 000 Load Duration 1 25 Spacing: 24 0 " Ply 1 SEON: 1605 / T56 / VAL Oty' 1 FROM. PFH 110"8 I 4' 1'10"8 i 2'1"8 12 12 6 F,--- Q 5.62 4X4-4X4(D1) T A 4X4(D1) B Cv D Wind Criteria Wind Std: ASCE 7-10 Speed, 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 24.39 tt TCDL: 4.2 psf BCDL 5 0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc from endwall: not in 9.00 It GCpr. 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/l/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 Valley truss connection to truss below shall be designed and furnished by others . 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)/l O(0) Plate Type(s): WAVE 4- 4- 4- DeFl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 999 360 VERT(TL): 0.017 999 240 HORZ(LL): -0.002 HORZ(TL)' 0 004 Creep Factor: 2.0 Max TC CSI: 0 097 Max BC CSI: 0.141 Max Web CSI: 0.000 VIEW Ver, 17 02 01A 1115.21 S OOV P 3 ' 0 ATE : Q 40 27s•yr,s ONAL 07/ 10/20I 8 Cust: R R8975 JRef. 1 Wc189750075 DrwNo. 190.18.1500 12093 KM / WHK 07/09/2018 Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W D' 97 /11 /50 /- /5 /48.0 Wind reactions based on MWFRS D Min Brg Width 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 Itextreme care in fabricating, handling, shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingdSafetyInformation, byy TPI and SBCA) fdr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise,top chord shall have properIxy attached structural sheathingg and bottom chord shall have a properly aid ceilingq Locations shown forpermanent lateral restraint of webs shall have braacinga inslalled per BCSI sections B3, B7 or 910 ste.- AppTy plates to each face, of ttruss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to' Alpine, a division of ITW Build 11'nccLLCComponnts Group InC shall not be respponsible for any deviation from this dr wing anv failure to build the truss in cgnformance with ANSIlfPI 1, or or handlirfcL shipping, installatidn and bracing of,trussesA seal on th s drBwinqg or cover page , listing this drawing, indicates acceptance of proTessionaf en ineerinq responsibilitty sole)yy for the desi n sholdn. The su,Tability anduse ,of this awing for any structure is the responsibilit of the Building Desigrier per`ANSI/TPI 1 Nc.2. For more information see this job's general notes page and these web sites' ALPINE www.alpineitw cam, TPI, wFor moreinformationseethisjob's general notes page and these web ALPINE cam, tpinst.org: SBCA: www.sbandus t:om; ICC: iccsafSBCA: www.sbundus com; ICC: iccsaf ALPINE u+ mmv -w 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN: 1606 / T41 / MONO Cust, RR8975 JRef' 1 Wc189750075 VARIOUS ,9A6/9A7 .258SE/258MA/258TA ,RA01 Qty: 1 FROM: ROG DrwNo: 190.18.1500.11673 Truss Label: MG1 _ — J —'_—, KM / WHK _ 07/09/2018 4; T s, 1 Loading Criteria (ps0 Wind Criteria TCLL: 2000 Wind Sid ASCE 7-10 TCDL 17.00 Speed. 150 mph BCLL: 000 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP C Des Ld: 47.00 Mean Height. 22.44 ft NCBCLL 10.00 TCDL. 4 2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist' 0 to h/2 Spacing 24.0 " C&C Dist a 3.00 ft Loc. from endwall. not in 144 00 GCpi 0 18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC. From 78 plf at 0 00 to 78 plf at 700 BC: From 10 plf at 0.00 to 10 plf at 7.00 BC: 765 lb Conc. Load at 1.40, 3.40, 5.40 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 7' 4' 10" 2'2" 4' 10" 7' Snow Criteria (Pg,Pf in PSF) Pg' NA Ct' NA CAT: NE 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 s4X8 B Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W VERT(LL): 0 012 D 999 360 A 1521 / 499 / - / 4.0 VERT(TL): 0.044 D 999 240 C 1389 / 460 / -- HORZ(LL): -0.009 D - Wind reactions based on MWFRS HORZ( L): 0.021 D A Min Brg Width Reg = 1 8 Creep Factor: 2.0 C Min Brg Width Reg = - Max TC CSI' 0 773 Bearing A is a rigid surface. Max BC CSI. 0 586 Max Web CSI' 0 783 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. VIEW Ver 17.02.01A.1115.21 A - B 433 -1319 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp A - D 1070 - 312 o:• WE ; Q, lgrrr •'•••....• 07/ 10/201 s Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp D - B 2057 - 589 B - C 503 - 1470 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingg shipping, in$talling.and bracing.. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an c7 SBCA) fbr satPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord $hall have a properly 11d ceiling Lovations shown for permanent lateral restraint f webs shall hay braCin ins @lied per BCI sections B3, B7 or 10, le. Apply plates to each face oftruss and position as shown above and on tt a Joini Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. a division of ss In conformance with ANSIn NI 1, or for m Ing this drawing,indicates acceptance 4duseofthisawingforanystructureI more information see this job's general notes page and shall w apneirw corn: i vi w his drpwin any failure to build the on this dr wiXgg or cover pagqe , Le design shovTn. The suiTability PINEALPINE n rtwco~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Oty: 2 Truss Label: MV2 Loading Criteria (psq TCLL 2000 TCDL 1700 BCLL: 0.00 BCDL. 1000 Des Ld: 47.00 NCBCLL 1000 Soffit: 0.00 Load Duration: 1 25 Spacing: 24.0 " Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height. 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 9.00 It GCpr. 0.18 Wind Duration. 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . SEON, 1607 / T12 / VAL Cust. R R8975 JRef. 1 Wc189750075 FROM: PFH DrwNo: 190.18.1500 12498 KM / WHK 07/09/2018 3'612 4' 3'612 5"4 1112X4B C12 6 T A 4X4(D1) DF E III3X6 4' 3'6"12 5"4e 3 6„ 12 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT N/ Pf NA Ce: NA Lu: NA Cs NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL) NA HORZ(LL) 0.004 E HORZ(fL). 0 009 E Creep Factor: 2.0 Max TC CSI: 0 198 Max BC CSI: 0.164 Max Web CSI, 0.083 VIEW Ver: 17.02 01A.1115.21 o•• ATE106v- 41, ao 278 No ENVy 07/ 1 oizo 18 Maximum Reactions (lbs), or'=PLF Loc R / U / Rw / Rh / RL / W F' 97 / 33 / 67 /- / 21 / 48.0 Wind reactions based on MWFRS F Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling she pin installing and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an c7 SBCA) f r safPety i9racteces prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olhervnse,top chord shall have properly attached structural sheathing and bottom Chord shall have a properlyattachedrqidceilingLocationsshownforpermanentlateralrestrdintofwebsshallhavbraacingqinstalledperBCSIsections $3, B7 or 910, as applicable Apply plates to each face of truss and position as shown above and on tI a JoinrDetails, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions. Alpena, a division of ITW Buildl1nlgCompongnts Grqup 1%. shall not be responsible for any deviation from this drpwinu any failure to build the µ,,,,,cog,,,,, truss in conformance with AN 1, or for handllrip, shipping, installatidn and bracing of trussesA eal on this dr wirl or cover pa e , , 2400 Lake Orange Dr. stingthis drawing indicates acceptance of pro essiona en Ineerinq res onsebilittv solely for the design sho n. The suegabilityandse ,of this drawing for any structure is p e responsibiliq of the Building Desigrfer per1ANSI/TPI 1 S15c.2. f9 Suite 150 For more enfwmation see thisjob's general notes page and these web sites. ALPINE www al ineaw.com, TPI www.t inst or ; SBCA: www.sbandustry corn. ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON: 1608 / T11 / VAL Cust R R8975 JRef: 1 WCI89750075 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Oty: 2 FROM. PFH Dnallo. 190.18.1500.12108 Truss Label: MV1 _ _ _ _ __ _ KM / WHK 07/09/2018 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 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 23 06 ft TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist. h/2 to h C&C Dist a: 3 00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SIR #2 N Sot chord 2x4 SP #2 N Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others 12 6 6 I 2' i 2' 2' 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 1 L Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0 007 B 999 360 VERT(TL): 0 027 B 999 240 HORZ(LL): 0 003 B - - HORZ(TL): 0 007 B Creep Factor: 2.0 Max TC CSI: 0 057 Max BC CSI' 0 132 Max Web CSI. 0 000 VIEW Ver: 17.02.01A.1115.21 O. tf4tf ATE 0,Q a 0 278'4 '•••••••• ss ONAL Ed 07/ 10/2018 Maximum Reactions (lbs), or'=PLF Loc R / U / Rw / Rh / RL / W D' 97 /16 /60 /- /12 /24.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT * FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) (i5) safety practices pitor 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 proper y attachd rig4id ceilin Locations shown forpermanent lateral restraint bf webs shall havebr cin inslalled p r BCSI sections B3, B7 or B10, as applicable. Apgiy, plates to each face of truss and position as shown above and on the Join Details, un ess noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Buildln+ omponpnts Group Inc shalt not be responsible for any deviation from this drpwin any failure to build the r,r,irvi truss IncpnformancewithA11g11, or or handlin4 shipping, Installation and bracing of trussesA seal on this dr wing or cover pagae , , 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofpro15essionaqenineerinqresponsibilittyvsolelyforthedesinshown. The suiTability Suite 150 and useofthisdrawing, forany structure is the responsibilit of the Building DesigrSer per ANSIl1 PI 1 S c.2. For more information see this job's general notes page and these web sites ALPINE www.al ineitw.com; TPI: w .l inst or . SBCA' w .sbundust .com: ICC' w. iccsafe org Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Truss Label: EJ7S T 6"B 4X4(B1) Ply'- 1 - I SEOM. 1612 / T68 / EJAC— Cust. RR1975 JR50 110191 50075 Oty: 5 I FROM. RDG DrwNo. 190.18 1500 10191 KM _/ WHK _ 07/09/2018_ L 7 r 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg. NA Ct NA CAT: NA PP Deflection in loc Udell U# TCDL: 17.00 Speed' 150 mph Pf, NA Ce, NA VERT(LL)' NA BCLL. 0.00 Enclosure: Closed Lu NA Cs. NA VERT(TL) NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.015 B Des Ld: 47.00 EXP: C Mean Height: 22.44 ft HORZ(TL): 0 030 C NCBCLL: 10.00 TCDL 4 2 psf Code / Misc Criteria Creep Factor: 2.0 Soffit 000 BCDL: 5.0 psf Bldg Code FBC 6th.ed 201 Max TC CSI: 0.777 Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI 0.606 Spacing: 24.0 " C&C Dist a. 3.00 ft Rep Factors Used, Yes Max Web CSI 0.000 Loc from endwall. not in 4 50 ft FT/RT 20(0)/10(0) GCpi: 0.18 Plate Type(s). VIEW Ver: 17 02 01A 1115.21WindDuration1.60 WAVE Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min toe -nails at bottom chord. o •. VIAE a: •; 0 278'i••'....•'dSSONA 07/ 10/2018 B C Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 347 / 93 / 255 / - / 176 / - C 137 /16 /107 /- /- 11.5 B 254 / 174 / 154 / - / - / 1.5 Wind reactions based on MWFRS A Min Brg Width Reg = - C Min Brg Width Reg = - B Min Brg Width Reg = - Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS 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 an c7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have proper)y attached structural sheathing and bottom Chord shall have a proper y attached rigqid ceiling Locations shown for ermanent Iatgral restraint bf webs shall have bracing inslplled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE drawings160A-Z fpr standard plate positions AlpinQ, a division of ITW Build ng CCompon nts Grpup InC shall not be responsible for any deviation from this drawing an failure to build the w,,,V,.m,,r,,,, truss in conformance with AN I/TP1 1, or or handliriq shipping, installation and bracing of trussesA seal on this drawing or cover pa e , , 2g00 Lake Orange Dr listingthisdrawingindicatesacceptanceofproTessionarenineerinqresponsibilittyysolelyforthedesignshovdn. The sui ability anduseofthisdrawingforanystructureistheresponsibiIVoftheBuildingDesigrierperANSI/TPI 1 S c.2. Suite 150 For more information see thisjob's general notes page and these web sites: ALPINE www.at tneitw corn; TPI: www.tpinst.org; SBCA: www.sbundustry com. ICC v iccsafe.org Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Truss Label: EJ7A Loading Criteria (psf) TCLL' 20.00 TCDL 17.00 BCLL0.00 BCDL 1000 Des Ld 47 00 NCBCLL' 10.00 Soffit 000 Load Duration: 1.25 Spacing: 24 0 " T 6" 6 i Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category II EXP C Mean Height: 22.19 ft TCDL. 4 2 psf BCDL' 5.0 psf MWFRS Parallel Dist: 0 to h/2 C& C Dist a: 3.00 ft Loc. from endwall not in 4 50 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 3) 0 131"x3 0", min. toe -nails at top chord. Provide ( 2) 0.131"x3 0", min toe -nails at bottom chord. 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 Ply 1 SEQN. 1647 / T40 / EJAC Cust' R R8975 JRef. 1 Wc189750075 Qty 10 FROM RDG DrwNo 19018150011345 FV / WHK 07/09/ 2018 7' 7, Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT( TL): NA HORZ( LL): -0.014 C HORZ(TL): 0.028 D Creep Factor 2 0 Max TC CSI 0 750 Max BC CSI 0 596 Max Web CSI: 0. 000 VIEW Ver: 17 02. 01A 1115 21 s 0 1.•• CVO. 04ti ATEc; ••: c O R OP'' o z7•a°a ••.....• v SS aNA 07/ 10/2018 C Maximum Reactions (Ibs) Loc R /U /Rw / Rh /RL /W B 432 / 138 / 344 / - / 200 / 4.0 D 136 /14 /104 I- /- /15 C 250 / 170 / 150 I - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPIandSBCA) (r 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 propelly aftach d rl4id ceiling Locations shown for permanent lateral restraint bf webs shall have bracin insTalled per BC I sections 53, B7 or B10 as applicable Apply Oates to each face of truss and position as shown above and on the Joinf9Detalls, unless noted otherwise. Defer to' ALPINE drawings 160A-Z forstandardplatepositionsAlpine, a division of ITW Build11ng Compon nts Group In, shall not be responsible for any deviation from this drawin any failure to build the i,ir,,m,,,N,,. truss in conformance with ANS11 PI 1, or or handliriq shipping, installation and bracing of,trussesA eal on this drowing or cover pa e , , 2400 Lake Orange Or listing this drawing indicatesacceptanceofproTessionarenineerinqresponsibilitysolelyforthedesinshown. The sui ability Suite 150 and use ,of thisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www aipineaw com. TPI' www tpmst org; SBCA www sbandustry com, ICC www icesafe org_ _ _ Odando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Truss Label' EJ2 T i E Ply 1 SEON. 1613 / T54 / EJAC Cust: RR8975 JRef 1Wc189750075 Oty. 8 FROKRDG OrwNo. 190.18.1500.11657 SN / DF 07/09/2018 12 C 4X4(B1) CD E0 1110,18 1, 0+0 1 1_0 8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 20.00 Wind Std: ASCE 7-10 Pg. NA Ct. NA CAT: NA PP Deflection in loc Udefl U# TCDL 1700 Speed: 150 mph Pf, NA Ce NA VERT(LL): NA BCLL- 0.00 Enclosure: Closed Lu NA Cs' NA VERT(TL) NA BCDL. 1000 Risk Category: II Snow Duration. NA HORZ(LL) -0.000 C Des Ld 47.00 EXP C Mean Height: 20 91 ft HORZ(TL) 0.000 C NCBCLL: 10 00 TCDL. 4 2 psf Code / Misc Criteria Creep Factor. 2 0 Soffit: 000 BCDL: 5 0 psf Bldg Code FBC 6th.ed 20V Max TC CSI 0.183 Load Duration. 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std, 2014 Max BC CSI: 0 031 Spacing: 24.0 " C&C Dist a 3 00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall Any FT/RT 20(0)/10(0) GCpi 0.18 Plate Type(s). VIEW Ver: 17 02.01A 1115 21WindDuration. 1 60 WAVE Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 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 0 r p—.Sg Oa• JY` f \-,Po. P6648• y ATE : 0 act; ••:c OR OP'e 0 278 irsS/pNAti 07/10/2018 I_ co Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 200 171 / 178 / - / 68 / 4.0 D 33 /3 /27 /- /- /15 C 47 /36 /20 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an r7 SBCA) fo'r safely practices prior to performing these functions Installers shall provide temporarryY bracing per BCSI. Unless noted c1herwise,top chord shall have properlyy attached structural sheathing and bottom chord shall have a pro pperlyattachedrigidceilingLocationsshownforpermanentlatgralrestraintbfwebsshallhavebraacinqinstalledperBCSIsectionsB3, 87 or 910 as applicable. Apply plates to each face or truss and position as shown above and on the JoinCDetails, unless noted otherwise. Defer to' ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build 11'ngComponpnts Group In, shall not be responsible for any deviation from this drpwing any failure to build the aml o,,,,,,,, trussinconformancewithANS11PI1, or for handling, shipping, installation and bracing of,trussesA seal on this drOwing or cover page, , 2400 Lake Orange Dr. I!stin this drawing indicates acceptance of professional en ineering responsibilit yv solely for the design shov7n. The sui ability Suite Lake and use of this drawing, for any structure is the responsibilrt of the Building Desigrier per ANSI/TPI 1 ec.2.150 For more information see thisjob's general notes page and these web sites ALPINE www al ineaw com, TPI t inst or ; SBCA: www.sbandustry com, ICC v icesafe.org Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Truss Label: EJ7 Loading Criteria (psf) TCLL: 2000 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Li 47.00 NCBCLL: 10.00 Soffit 000 Load Duration: 1.25 Spacing: 24 0 " Pry: 1 I SEON. 1609 / T22 / EJAC Cusl. R R8975 JRef: 1 WCI89750075 Oty: 7 FROM RDG DrwNo: 190.18.1500.12342 KM / WHK 07/09/2018 C 12 6 c+1 o_ LO M V B 3' A D 1 7' 7' Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15 00 ft TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall not in 4 50 ft GCpi 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3.0", min toe -nails at top chord. Provide (2) 0.131"x3.0", min toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu NA Cs' NA Snow Duration: NA Code / Misc Criteria Bldg Code. FBC 6th.ed 201 TPI 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): 0.017 D HORZ(TL): 0 040 D Creep Factor. 2.0 Max TC CSI. 0.956 Max BC CSI 0 602 Max Web CSI 0 000 VIEW Ver: 17.02 01A.1115 21 a* ; • ATE 0 278" SIONAL 07/ 10/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 436 / 94 / 349 / - 1152 / 8.0 D 136 /13 /106 /- /- /1.5 C 237 / 113 / 153 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingp 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 bracin per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attach d rigid ceiling Locations shown for permanent lateral restraint bf webs shall have braacingq Installed per BCSI sections $3, B7 or 810, as applicafsle. Apply Oates to each face of truss 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 Buildin omponents Grpup InC. shall not be responsible for any deviation from this drawing any failure to build the µ , m,.µtruss in conformance with ANSI 1 1, or for han li shipping, installation and bracing of trussesA eal on this dr8wirfq or cover pa e , , 2400 Lake Orange Or. listing this drawing indicates acceptance of pro essionaQ en ineerinc responsibilitcyv solely ffor the desiqn shov7n. The sui Qabillty Suite Lak and use of this Q awing for any structure is phe responsibility of the Building Desigrfer per ANSI/TPI 1 5ec.2.150 For more information see thisjob's general notes page and these web sites: ALPINE www al inetw corn, TPI www.t inst or , SBCA. www sbcindust .corn; ICC: www imsafe org Orlando FL, 32837 CustJobNumber: N333522 — — — _ -- Ply. 1 JFROM HMT / T50 /JACK DrwNo R1975 JRef 11781 750075 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty 1 FROM HMT DnvNo 190.18.1500 11781 Truss Label' CAS KM / WHK 07/09/2018 12 6 4X4(B1) C 11 "4 11 "4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 20.00 Wind Std. ASCE 7-10 Pg: NA Ct, NA CAT: NA PP Deflection in loc Udell U# TCDL. 1700 Speed 150 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs NA VERT(TL) NA BCDL 1000 Risk Category II Snow Duration NA HORZ(LL): -0.000 B Des Ld: 4700 EXP: C Mean Height: 20 92 ffTCDL HORZ(TL) 0.000 B NCBCLL 10 00 4 2 psf Code / Misc Criteria Creep Factor. 2 0 Soffit: 0.00 BCDL. 5 0 psf Bldg Code: FBC 6th ed 201 Max TC CSI 0 027 Load Duration 1 25 MWFRS Parallel Dist' 0 to h/2 TPI Std 2014 Max BC CSI: 0.007 Spacing: 24.0 " C&C Dist a 3 00 It Rep Factors Used Yes Max Web CSI 0 000 Loc from endwall Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.01A.1115 21WindDuration. 1 60 WAVE Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 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 WAT E 0-e 0 278 yrr..._'ONAL 07/10/2018 Maximum Reactions (Ibs) Loc R U Rw Rh /RL W A 51 6 36 21 C 17 2 13 15 B 32 24 20 1.5 Wind reactions based on MWFRS A Min Big Width Reg = - C Min Brg Width Reg = - B Min Big Width Reg = - Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingq, handlin shippin installing.and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI anc7 SBCA) fo) safety ractices prior to performing these functions Installers shall provide temporary BCSI Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyaidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavbracinInstalledp8rBCSIsections133, B7 or 910, e Apply plates to each faceof truss and position as shown above and on tthe Joini9Details, unless noted otherwise. Refer to 60A- Z for standard plate positions Alpine, a division of ITW Build l'nlgComponnts Group InC shall not be res trussinconformancewithANl,$PI 1, or (eor handlin shippin , installatic listingthis drawing indicates acceptance of pro essiona engineer andseofthisQiawingforanystructureistheresponsibilit,7of th, For more information see thisjob's general notes page and these web sites ALPINE www his drawin an failure to build the on this drawiXg or cover pa e . . ie des n shown. The suitability ALPINE 2400 Lake Orange Dr Suite 150 Orlando FL, 328: Job Number: N333522 VARIOUS ,9A619A7 ,258SE/258MA/258TA ,RAO1 Truss Label: CJ5S T6"6 i 4X4(B1) 1 `--I FROM: RDG / T45 /JACK DrwCustNo R8975 1190 18R15001 2468 750075 LKM / WHK 07/09/2018 C B 4' 11 "4 4' 11 "4 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 Udell U# Loc R / U / Rw / Rh / RL / W A 246 / 62 / 180 / - / 121 / - TCDL 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL) NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs- NA VERT(TL). NA C 97 / 11 / 76 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration NA HORZ(LL). -0.007 B B 177 / 120 1108 / - / - / 1 5 Des Ld: 47.00 EXP C HORZ L : 0.012 C Wind reactions based on MWFRS Code / Misc CriteriaNCBCLL1000 Mean Height: 21 92 ftg Creep Factor 2 0 A Min Brg Width Req = - Soffit: 0.00 TCDL 4 2 psf BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 509 C Min Br Width Re Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI 0 308 B Min Brg Width Req = - Spacing: 24.0 " C&C Dist a. 3 00 It Rep Factors Used Yes Max Web CSI. 0 000 Members not listed have forces less than 375# Loc. from endwall: not in 4.50 ft FT/RT-20(0)/10(0) GCpi 0.18 Plate Type(s): VIEW Ver: 17.02.01A 1115.21WindDuration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 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 p S FL c y y o.•' sF••. o. 648 a* • tit ' r 09 : ATE • 0 278sNAu u V 07/ 10/20l 8 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shin in$talling.and bracing . Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) foi safety ractices prior to performing these functions. Installers shall provide temporary bra per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proper y attachd rigid ceilin Locations shown for permanent IatQral restrdlnt 5f webs shall hay braacin installed pair BCI sections !}3, B7 or 810, as app ica e. Applgy plates to each face of truss and position as shown above and on t 1e Joint9Details, un ess noted otherwise. Defer to drawALPINE ings 160A-Zforstandardplatepositions. AlpinQ, a division of ITW Build hQComponents Group In shall not be responsible for any deviation from this drawing any failure to build the µ,,,.,in,,,,,,,,,. truss In conformancewithA0N11lfPl1, or for handling s ippinq, Installatidn and bracing of trussesA eal on this dr8winq or cover paqe , , 2400 Lake Orange Dr. listing this drawinindicatesacceptanceofproTessionarlenineenrigresponsibilitysolelyforthedesinshovTn. The suitability Suite 150 and use pfthisgnawingforanystructureistheresponsibilityoftheBuildingDesigrSerperANSI/TPI 1 S c.2. For more information see this job's general notes page and these web sites ALPINE: www al ineitw corn, TPI. www.t inst.or : SBCA• www sb6ndust .cam, ICC. www icesafe.org Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A619A7 ,258SE/258MA/258TA ,RA01 Truss Label: CJ3S T 6"6 Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL 17.00 Speed 150 mph BCLL: 0.00 Enclosure' Closed BCDL 1000 Risk Category. II CEXPDesLd: 47.00 Mean Mean Height. 21.42 ft NCBCLL1000 TCDL: 4.2 psf Soffit' 000 BCDL 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing. 24.0 " C&C Dist a. 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 2) 0 131"x3.0", min toe -nails at top chord Provide ( 2) 0.131"x3.0", min. toe -nails at bottom chord. O y 1-- - - [ FROM RDG / _ T19 / JACK DrwNo. R1190..118..11500' 23 89750075 KM / WHK 07/09/2018 12 B 4X4( B1) 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 20 TPI Std 2014 Rep Factors Used: Yes FT/ RT 20(0)/10(0) Plate Type(s): WAVE C 2' 11 "4 2' 11 "4 ' 1 Defl/ CSI Criteria A PP Deflection in loc Udef! U# VERT( LL): NA VERT( TL) NA HORZ( LL) -0 002 B HORZ( TL) 0 003 C Creep Factor, 2.0 Max TC CSI 0 283 Max BC CSI: 0.111 Max Web CSI: 0 000 VIEW Ver 17 02 O1A.1115.21 o. tits4ts • a• ATE : Q OR1 P''6Cor` 07/ 10/2018 1 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W A 148 /34 /108 /- /70 / - C 57 /6 /44 /- /- /1.5 B 106 /72 /64 /- /- /15 Wind reactions based on MWFRS A Min Brg Width Reg = - C Min Brg Width Req = - B Min Brg Width Req = - Members not listed have forces less than 375# WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. , Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, byY TPI an SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporarryv bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attachd rigid ceiling Lovations shown for permanent lateral restraint bf webs shall have bracing installed per BCI sections ¢3, B7 or 810, as app ica e. ApppTy plates to each face. of truss and position as shown above and on the JoincDetails, unless noted otherwise. Refer to drawings 160A-Z fbr standard plate positions Alpine, a division of ITW Buildincc CComponents Group InG shall not be responsible for any deviation from this drpwin9 u failure to build the truss in cgnformance with NSIrfPI 1, or for handlirt4 shipping, installation and bracing of,trussesA seal on this drawir5g or cover pa e, listing this drawingq indicates acceptance of pro essionar engineering responsibilittyv solely for the design shown. The suiFabiiity anduseofthisdrawingforanystructureistheresponsibilityoftheSuildingDesigrierperANS11TPI1Sec.2. ALPINE AV MCO~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Truss Label: CJ3A Ply. 1 SEON. 1617 / T27 / JACK Cust RR8975 JRef. 1Wc189750075 Oty: 9 FROM. HMT DrwNo' 190 18 1500.11002 KM / WHK 07/09/2018 C 12 6 N B M N T T A D 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 21 17 ft NCBCLL 10 00 TCDL 4 2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SIP #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. 2' 11 "4 2' 11 "4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce NA VERT(LL) NA Lu NA Cs: NA VERT(TL) NA Snow Duration: NA HORZ(LL): -0 001 C HORZ(TL). 0.001 C Code / Misc Criteria Creep Factor, 2 0 Bldg Code FBC 6th ed 201 Max TC CSI 0 253 TPI Std 2014 Max BC CSI. 0 096 Rep Factors Used: Yes Max Web CSI: 0 000 FT/RT:20(0)/10(0) Plate Type(s) VIEW Ver: 17.02.01A.1115.21WAVE s 4ple . o• ATE c •, c O R\90'* 0 27s'%,s ONA EN qll Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 242 / 81 / 207 / - / 94 / 4.0 D 55 /3 /42 /- /- /1.5 C 94 /65 /52 /- I- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Members not listed have forces less than 375# 07/ 10/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (BuildinglentSafetyInformation, byy TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY per BCSI Unless noted olherwise,top chord shall have properlyy attached structural sheathing and bottom hord shall have a propperly i rigid ceiling Locations shown for permanent lateral restraint bf webs shall have braacm99 installed per BC I sections $3, B7 or 810, caf3le Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. defer to s 160A-Z for standard plate positions. 3 division of ITW Build1'nccL ComponQnts Grpup InC. shall not be responsible for any deviation from this drawin any failure to build the conformance with AN 1, or for handluiq shipping, installation and bracing of,trussesA seal on this dr wirlq or cover paqe , his drawing indicates acceptance of ro essrona en ,neerinq responsibility solely for the des i n shov7n. The suitabilityepfthisr7awingforanystructureistheresponsibilityoftheBuildingDesignerperANSIFrPI1W.2. ALPINE mnw(o.~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1618 / T52 / JACK Cust R R8975 JRef, 1 Wc189750075 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty: 13 FROM. HMT DrwNo: 190.18.1500 11984 Truss Label: CJ1A _ y_ _ _ KM / WHK 07/09/2018 Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 000 Enclosure: Closed BCDL: 10.00 Risk Category II Ld 47 00 CEXPDes Mean Mean Height 20.67 ft NCBCLL. 10.00 TCDL 4 2 psf Soffit 000 BCDL 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 " C&C Dist a: 3 00 ft Loc from endwall. Any GCpi 0 18 Wind Duration: 1.60 Lumber Value Set, 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 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 12 6 C T T rn A M D 11"4 i 11 "4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) Pg NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 182 / 72 / 173 / - / 45 / 4 0PfNACe. NA VERT(LL). NA Lu. NA Cs NA VERT(TL)' NA D 12 / 6 / 13 / - / - / 1 5 Snow Duration NA HORZ(LL) -0.000 C C -12 / 27 / 20 / - / - / 1.5 HORZ(TL). 0.001 C Creep Factor, 2 0 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5Code / Misc Criteria Bldg Code, FBC 61h.ed 201 Max TC CSI* 0.183 D Min Brg Width Req = - TPI Std 2014 Max BC CSI 0 020 C Min Brg Width Req = - Rep Factors Used Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)/10(0) Members not listed have forces less than 375# Plate Type(s): VIEW Ver 17.02 01A 1115 21WAVE r•••• O. 7btma j64/ ATE 0 2p.•,c OR P % ao 278 '''f sN NA.uE 07/ 10/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r satpety 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 yattachdrigidceiling. Locations shown for permanent lateral restraint of webs shall hav br cin insTalled per BC I sections B3, 87 or 910, as app ICa e. Apply plates to each face of truss and position as shown above and on tt a Joint9Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinlgComponents Group InC. shall not be responsible for any deviation from this drawing any failure to build the µwco,,N,, truss in conformance with ANSI PI 1, or for handling, shipping, installatldn and bracing of trussesA seal on this drawing or cover page, , 2400 Lake Orange Drstingthisdrawing, indicates acceptance of pro) essionaf en ineerinq res onsibilitty solely for the design sholdn. The suiTabilr ganduseofthisawingforanystructureistheresponsibilVo( the Building Desigrier perANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www al ineaw.com, TPI: www t inst or , SBCA www sbdndustry com, ICC: www.iccsafe org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON: 1614 / T28 /JACK Cust. R R8975 JRef' 1 Wc189750075 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty. 9 FROM. HMT DrwNo' 190.18.1500.11985 Truss Label: CJ5A KM / WHK 07/09/2018 Loading Criteria (psf) TCLL: 2000 TCDL 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL' 1000 Soffit: 000 Load Duration: 1.25 Spacing: 24.0 " T6"6 1 1 4114 411 "4 Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category: II EXP: C Mean Height: 21 67 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 #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3 0", min toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Pg' NA 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 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): -0.006 C HORZ(TL): 0.010 D Creep Factor. 2 0 Max TIC CSI 0.475 Max BC CSI: 0 298 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1115.21 3 O. 6tS4tS ATE ' 0 278 riysts ONA` 07/ 10/2018 C I l Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 334 / 107 / 272 / - / 145 / 4.0 D 96 /10 /73 /- /- /15 C 171 /116 /102 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, byY TPI an SBCA) f r safety practices prior to performing these -functions Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly i id ceiling Locations shown for ermanent lateral restraint f webs shall hay bracing ins ailed per BCSI sections 83, B7 or B10 e. ApppTy plates to each face, of truss and position as shown above and on tI a JoinrDetails, unless noted otherwise. Refer to 60A-Z fdr slandard plate positions. a division of ITW Butjlldl1nccLLCCompon nts Group InC shall not be responsible for any deviation from this drpwinq any failure to build theconformancewithANSI/TPI 1, or gor handllrSq, shipping, installatidn and bracing of trussesA eal on this drBwirSq or cover pa e , his drawing indicates acceptance of ppro essiona en ineerin9 responsibilittyv sole) for the desi n shown. The sui abilityeofthisdrawingforanystructureisOieresponsibilityoftheBuildingDestgrSerperyANSI/TPI information see this job's general notes page and these web sites, ALPINE www alpineaw com. TPI www tpinst org; SBCA: www.sbcmdustry com ICC w iccsaf ALPINE m aw f0'~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Truss Label: CJ5 Loading Criteria (psf) TCLL. 20.00 TCDL. 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld. 47 00 NCBCLL: 1000 Soffit 000 Load Duration, 1 25 Spacing. 24.0 " T Ply: 1 SEQN' 1620 / T32 / JACK Cust RR8975 JRef. 1 Wc189750075 Oty. 6 FROM: HMT DrwNo: 190.18 1500.11360 KM / WHK 07/09/2018 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 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/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131"x3 0", min. toe -nails at top chord. Provide (2) 0.131"x3 0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni PC 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) 0.005 D HORZ(TL): 0.013 D Creep Factor 2 0 Max TC CSI 0 422 Max BC CSI. 0 287 Max Web CSI: 0.000 VIEW Ver 17 02 01A.1115 21 O. bb40 ATE 40278 '4yss ONAIL C. t2 9) N Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 338 / 76 / 277 / - / 112 / 8.0 D 94 /8 /71 /- /- /15 C 163 / 78 / 103 / - / - / 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/ 10/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingq shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an C SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary BCSI.. Unless noted otherwise,lop chord shall have properly attached structural sheathing9 and bottom hord shall have a propperlylidceilingLocationsshownforpermanentlatgralrestraintofwebsshallhaybracininstalledperBCSIsectionsB3, 87 or 910. Ste. Apply plates to each face, of truss and position as shown above and on tI a Join(9Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of ITW Build 11ncqL omponents Gr,up In, shall not be responsible for any deviation from this drawin anyy failure to build the conformance with AN51lf I 1, or for handlirSpq, shippingq, installatidn and bracing ot,trussesA seal on this drewirfq or cover pa e this drawing indicates acceptance of proTessionar to ineerinly responsibility solely for the desi n shovan. The suitabilitye -of this a awing for any structure is the responsibility of the Building Desigrier perANSUTPI 1 Sec.2. ALPINE u, ft. CO~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Truss Label: CJ3 Loading Criteria (psp 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 " V 1' Wind Criteria Wind Sid ASCE 7-10 Speed. 150 mph Enclosure Closed Risk Category II EXP: C Mean Height 15 00 ft TCDL. 4.2 psf BCDL 5 0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a. 3 00 it Loc. from endwall Any GCpi: 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131"x3 0", min. toe -nails at top chord Provide (2) 0 131"x3.0", min. toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) 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 Ply 1 SEON. 1622 / T58 / JACK Cust R R8975 JRef 1 Wc189750075 Oty 6 FROM. HMT DrwNo. 190.18.1500.11001 KM / WHK' 07/09/2018 C 2'11'A 2'11'A 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: 0.180 Max BC CSI 0.091 Max Web CSI 0.000 VIEW Ver 17 02 01A 1115 21 p_,Sg On• J5°` 3 o. ?oma • 9 a ATE •' 40 278 ''t4i.,.-TONAL :.p 07/ 10/2018 co N Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 248 /61 /212 /- /74 180 D 52 /4 /41 /- /- /1.5 C 87 /43 /52 /- /- /15 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 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) fo'r safety practices prior to performing these functions Installers shall provide temporarryv bracing per BCSI Unless noted olherwise,top chord shall have proper)y attached structural sheathingand bottom Chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin insalled p8r BCSI sections D3, B7 or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildl1nccL Componpnts Group InC shall not be responsible for any deviation from this drawingq any failure to build the truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa e, , 240o Lake Orange Dr., listing this drawing indicates acceptance of pro-fessionar engineering responsibility solely for the design shown. The sui ability Suite Lake and use. of this yawing for any structure is a responsibility 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 ineitw com, TPI, www t inst or , SBCA www.sbcjndustry com, ICC www mrsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN' 1624 / T31 / JACK CustR R8975 JRef. 1 Wc189750075 VARIOUS , 9A619A7 ,258SE/258MA1258TA ,RA01 Qty 6 FROM. RDG DnvNo. 190 18 1500.12124 Truss Label: CJ1 KM / WHK 07/09/2018 Loading Criteria (psp TCLL' 20.00 TCDL. 1700 BCLL: 0.00 BCDL: 10.00 Des Ld 47.00 NCBCLL 1000 Soffit: 000 Load Duration 1 25 Spacing' 24 0 " 4" 3 T Wind Criteria Wind Std ASCE 7-10 Speed. 150 mph Enclosure, Closed Risk Category: II EXP' C Mean Height: 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C& C Dist a 3 00 it Loc from endwall: Any GCpi. 0 18 Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide ( 2) 0.131"x3.0", min toe -nails at top chord. Provide ( 2) 0.131"x3.0", min. toe -nails at bottom chord F, 12 6 C i 1' Snow Criteria (Pg,Pf in PSF) Pg' NA Ct: NA CAT. N/ Pf. NA Ce: NA Lu' NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Std' 2014 Rep Factors Used. Yes FT/ RT.20(0)/10(0) Plate Type(s): WAVE F T M 11 " 4 ' Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL). NA VERT( TL) NA HORZ( LL): -0.000 D HORZ( TL): 0 000 D Creep Factor: 2.0 Max TC CSI. 0 171 Max BC CSI 0.022 Max Web CSI 0.000 VIEW Ver: 17.02 01A.1115 21 S 4. O fi.0 5 ATE 0 40278 y''' PONAL 07/ 10/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 196 /66 /189 /- /36 /8.0 D 7 /11 /14 I- /- /1.5 C - 21 /35 /24 /- I- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlinq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebr00cin9installedperBCSIsectionsB3, B7 or 910, as applicable. Apply Oates to each face of truss and position as shown above and on the JoingDetails, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building CompongntS Group In shall not be responsible for any deviation from this drawing any failure to build the w n truss in conformance with ANSI/TPI 1, or ffor handling, s ipping, installatidn and bracing of,trussesA seal on this dr wi g or cover page, , 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofpro-fessionaf engineering responsibility solely for the design shown. The suiCability g and use,of this yawing for any structure is the responsibilit9lof the Building Desigrfer per ANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites: ALPINE W al ineaw com; TPI w tpinst org; SBCA: www.sbandustry corn, ICC w iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON: 1610 / T29 / EJAC Cust' R R8975 JRef. 1 Wc189750075 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA0l Oly' 4 FROM. RDG DrwNo: 190.18 1500.11282 Truss Label: EJ74 _ _ KM / WHK 07/09/2018 C. 12 4 uo N B N s A D Loading Criteria (psf) TCLL 20.00 TCDL. 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld 47.00 NCBCLL: 10.00 Soffit 0.00 Load Duration: 1 25 Spacing: 24.0 " 1, Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP C Mean Height 15 00 it TCDL: 4.2 psf BCDL' 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "'1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3.0", min. toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT N/ Pf: NA Ce: NA Lu: NA Cs. NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used, Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.017 D HORZ(TL)' 0.041 D Creep Factor: 2.0 Max TC CSI: 0.898 Max BC CSI: 0.590 Max Web CSI 0 000 VIEW Ver. 17.02 01A 1115 21 It • i • ATE Oi 90 ••' ;• ; c '••. C 0ROX*N c, , 4027 ' s OIVAU 07/ 10/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 426 /115 /329 /- /101 /8.0 D 134 /12 /103 /- /- /15 C 228 / 97 / 132 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI anti SBCA) qr 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 attach2d rigid ceiling Locations shown for permanent lateral restraint of webs shall have br cinq inslalled per SCSI s:ctions B3, B7 or 810, as applica a Apply plates to each face. of truss and position as shown above and on the Joint Details, unless note otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Build 1 ,ig Components Group InC shall not be responsible for any deviation from this drawinu any failure to build the • ,,, COS N truss in conformance with ANSIlTPI 1, or for handling, shipping, installatidn and bracing of trussesA Seal on this dr wing or cover page. , 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suitabillandse.of thisdrawing, for any structure is p e responsibiliq of the Building Desigrfer perANSI/TPI 1 Sec.2. ty Suite 150 For more information see this job's general notes page and these web sites ALPINE www at ineaw cam; TPI: www.t inst.or , SBCA w sbcindus corn; ICC wwwiccsafe.crg Orlando FL, 32837 Job Number: N333522 Ply' 1 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Oly: 2 Truss Label: CJ54 Loading Criteria (psf) TC L L: 20.00 TCDL' 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47 00 NCBCLL, 10.00 Soft: 0.00 Load Duration: 1.25 Spacing 24 0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category II EXP C Mean Height: 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 6/112013) 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"0.0", min toe -nails at bottom chord SEON, 11621 / T66 / JACK Cust. R R8975 JRef: 1 Wc189750075 — FROM: RDG DrwNo: 190.18.1500.12282 KM / WHK 07/09/2018 19 C Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu. NA Cs. NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std. 2014 Rep Factors Used, Yes FT/RT'20(0)/10(0) Plate Type(s): WAVE 4'11"4 4' 11 "4 Defl/CSI Criteria t PP Deflection in loc L/defl L/# VERT(LL)' NA VERT(TL) NA HORZ(LL) 0 006 D HORZ(TL). 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 01A.1115.21 Sg o»• JS°° O. r040 s • o_5,YATE 07/ 10/2018 T co N 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 330 /92 /261 /- /75 /8.0 D 93 /8 /70 /- /- /1.5 C 156 /66 /89 /- /- /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, handlingg shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI anu SBCA) fbr safety practices 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 hord shall have a properly attach) rigid ceilin Locations shown for permanent lateral restraint bf webs shall hav bracing installed per BC I sections 13. B7 or 810asappicae. Apptgy Oates to each face, of truss and position as shown above and on tI a oin Oetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build1'n4c ComponQnts Group InC. shall not be responsi¢le for any deviation from this Brewing anV failure to build the truss in conformance with ANSIlTPI 1, or for handllrlqq,. shippingq, installation an( bracing 9f trussesA 5eal on this dr8winqg or cover pa e , . listingthis drawing indicates acceptance f proTesslonar en ineering res onsiblllttyv sole) Tor the design shovdn. The suit9abtliandseofthisr7rawingforanystructureisfPlieresponsibilityoftheBuildingDesigrSerperANSI/TPI 1 Sbc.2. ty, For more information see this job's general notes page and these web sites: ALPINE www alpineitw.com, TPI www tpinst org; SBCA www sbdndustry com, ICC, www.icrsafe ALPINE u+mvmwwn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Truss Label: CJ34 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" V 1' Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category. II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a, 3.00 ft Loc. from endwall: Any GCpi 0 18 Wind Duration. 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131"x3 0", min toe -nails at top chord. Provide (2) 0 131"x3.0", min toe -nails at bottom chord. Ply: 1 SEQN 1623 / T67 / JACK Cush R R8975 JRef: 1 Wc189750075 Qty. 2 FROM: RDG DrwNo: 190.18.1500 12469 KM / WHK 07/09/2018 12 4 C 2X4(A1) Snow Criteria (Pg,Pf in PSF) Pg NA Ct: NA CAT. N/ Pf: NA Ce: NA Lu: NA Cs. NA Snow Duration NA Code I Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std, 2014 Rep Factors Used Yes FT/RT.20(0)/10(0) Plate Type(s): WAVE 211 "4 2' 11 "4 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL) 0 001 D HORZ(TL) 0.002 D Creep Factor: 2.0 Max TC CSI: 0.161 Max BC CSI: 0.085 Max Web CSI 0 000 VIEW Ver: 17.02.01A.1115 21 Owe USA c4 OR\VP'*`C'' ao 278 S, OIVA% 07/10/z018 T co Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 242 /71 /199 I- /50 180 D 51 /4 /39 /- /- /1.5 C 82 /35 /45 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shippin installing.and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an g SBCA) gr safety ractices prior to performing these functions. Installers shall provide temporary bracin perr BCSI Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperlyattach , rimeid ceiling Locations shown forDermanent latgral restraint f webs shall have bracing installed per BCSI sections B3, 87 or 810asapp 'Ica e. AppTy plates to each face of truss and position as shown above and on the JoinrDetalls, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. At ing, a division of ITW BuildingComponents Grpup Inc. shall not be responsible for any deviation from this drpwin any (allure to build the tr ss in conformance with ANSIl1 PI 1, or for handlirl shippin , installation and bracing of,trussesA Seal on this druwing or cover page , , 2400 Lake Orange Dr. listingthis drawing,indicates acceptance of pro essiona en ineerinq responsibilitty solelyfor the design shown. The suitability 9 and se of this awing for any structure is the responsibilit of the Building Desigrfer perANSI/TPI 1 Sbc.2. Suite 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: www sbcindustry com. ICC: www iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply. 1 SEEN: 1625 / T24 / JACK Cust: R R8975 JRef: 1 Wcl89750075 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA .RAO1 Oty' 2 FROM RDG DrwNo: 190 18 1500 10080 Truss Label: CJ14 KM / WHK 07/09/2018 12 4 C B T 315 AN 711 D 2X4(A1) 1, 11"4 11 "4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL' 1700 Speed: 150 mph BCLL: 000 Enclosure: Closed BCDL: 1000 Risk Category. II C Des Ld: 47.00 Mean Height: 15.00 ftMean NCBCLL' 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0 " C&C Dist a 3.00 ft Loc. from endwall: Any GCpi 0 18 Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "'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 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce- NA VERT(LL) NA Lu: NA Cs: NA VERT(TL): NA Snow Duration. NA HORZ(LL) 0.000 D HORZ(TL) 0.000 C Code I Misc Criteria Creep Factor: 2.0 Bldg Code FBC 61h.ed 201 Max TC CSI: 0.159 TPI Std: 2014 Max BC CSI: 0.020 Rep Factors Used: Yes Max Web CSI: 0 000 FT/RT:20(0)/10(0) Plate Type(s) WAVE VIEW Ver: 17 02 01A 1115 21 o ATE v I ONAO 07/10/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 191 /88 /174 /- /25 /8.0 D 7 /11 /16 /- /- /1.5 C -21 /31 /24 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shippin installing.and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI'an SBCA)r safety Xactices 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 proper y attach d ri4q1d ceilin Locations shown for ermanent lateral restraint bf webs shall hay braacingq installed p r BCSI sections ¢3, 87 or 810 _ as app icat3le Applgy places to each face oftrussand positron as shown above and onthe Joint Details, un ess noted otherwise. Refer to' ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Compongnts Group InC. shall not be repTonsible for any deviation from this drawin any failure to build the w,,,wca,,,w,, truss in nformance with ANSI 1, or for handlingq,, shi inq, installation and bracing of trussesA real on this dr wing9 or cover age , , 2400 Lake Orange Dr. listing this drawing, Indicates acceptance of Pro) essionar en ineering responsibilittyy solely or the desi n shovan. The suiFability Suite 150 and useofthisdrawingforanystructureisfheresponsibilitoftheBuildingDesigrierperANSI/TPI 1 Sgec.2. For more information see thislob's general notes page and these web sites ALPINE www alpinenw, com; TPI www tpinst org: SBCA www sbcindustry com, ICC www iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON: 1626 / T30 / HIP_ Cust R R8975 JRef. 1 Wc189750075 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oly' 3 FROM: HMT DrwNo: 190.18.1500.10003 Truss Label: HJ7 _ _ ^ _ _ _ _ _ _ KM / WHK_07/09/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 1700 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 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 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0 131"x3.0", min toe -nails at top chord. Provide (3) 0.131"x3.0", min toe -nails at bottom chord. 5'2"5 + 9110"1 57 5 4711 9'5" 7 4" 0 9,57 '1 "1 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 No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.017 C 999 360 VERT(TL)- 0 067 C 999 240 HORZ(LL)- 0.006 F - HORZ(TL) 0.014 F Creep Factor 2 0 Max TC CSI: 0.901 Max BC CSI: 0 623 Max Web CSI: 0 420 f Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 425 / 125 / - /- /- / 10.6 E 443 /56 /- /1 /0 /1.5 D 305 1156 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# VIEW Ver: 17.0 2.01 A. 1115.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp B-C 341 -817 i 7[ ATE : Q 40278 07/ 10/201 s Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. B - F 769 - 308 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 333 - 831 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, shippin ingtalling and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fb safety ractices prior to performing these functions. Installers shall provide temporary bracin per BCSI Unless noted olherwise,top chord shall have properig attached structural sheathing and bottom chord shall have a proper yattachdriggidceilingLocationsshownforpermanentIatgralrestraintbfwebsshallhavbracinginstalledperBCSIsectionsl}3, 87 or 810, as app icabte. Apply plates to each face of truss and position as shown above and on tt a Joint Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE At in;, a division of ITW Bulldl1'nctComponents Group InS shall not be responsible for any deviation from this drpwing any failure to build the -MCC.~ tr ss in cgnformance with ANSI/TPI 1, or for handIi I s ipping, installation and bracing of trussesA seal on this drawing or cover page , , 2a00 Lake Orange Dr. stingthis drawing, indicates acceptance of pro) esseonar en Ineerrng responsibility sole) for the design shoy7n. The suif-abell Suite Lake and se of this drawing for any structure is the responsibilit of the Building Desigrier per'ANSI/TPI 1 Sec.2. ty150 For more information see this ob's general notes page and these web sites: ALPINE. www al ineitw.com, TPI www t inst or . SBCA: www sbandustry corn, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply, 1 SEQN. 1628 / T63 / HIP_ Cust R R8975 JRef' 1 Wc189750075 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA0l Qty: 1 FROM. RDG DrwNo, 190.18.1500.11672 Truss Label: HJ74 KM / WHK 07/09/2018 Loading Criteria (psq TC L L: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des LdF 47.00 NCBCLL: 0 00 Soffit 0.00 Load Duration: 1.25 Spacing. 24.0 " 5'3"7 9110,11 5'3" 7 4'6"10 5'1"11 5'1"11 Wind Criteria Snow Criteria (Pg,Pf in PSF) Wind Std. ASCE 7-10 Pg NA Ct: NA CAT Ni Speed: 150 mph Pf. NA Ce: NA Enclosure: Closed Lu: NA Cs: NA Risk Category: II Snow Duration- NA EXP' C Mean Height: 15.00 ft Code / Misc Criteria TCDL. 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 6th ed 201 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 C&C Dist a 3.00 ft Rep Factors Used No Loc. from endwall- NA FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s). Wind Duration: 1.60 WAVE, 18SS 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 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131"x3.0", min toe -nails at top chord. Provide (3) 0.131"x3.0", min toe -nails at bottom chord. n 4T8 6"14 9'3"3 9110"1 Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection In loc Udefl U# Loc R / U / Rw / Rh / RL W VERT(LL): 0.038 G 999 360 H 415 / 128 / - /. /- 10 6 VERT(TL) 0.142 G 999 240 E 427 / 64 / - / 0 / - 1.5 HORZ(LL)' 0.009 F - - D 305 / 151 / - /_ / - 11.5 HORZ(TL). 0 020 F Wind reactions based on MWFRS Creep Factor: 2.0 H Min Brg Width Req = 1 5 Max TC CSI: 0.786 E Min Brg Width Req = - Max BC CSI. 0.673 D Min Brg Width Req = - Max Web CSI: 0.579 Bearing H is a rigid surface. Bearing H requires a seat plate. Members not listed have forces less than 375# VIEW Ver 17.02 01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 375 - 1283 a :. ATE ;• 64 0 278 07/ 10/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - G 1237 - 360 G - F 1225 - 367 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. C - F 382 -1275 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, byY TPI anc7 SBCA) fur safety practices prior to performing these functions. Installers shall provide temporalrrVy bracin per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properlyattachdrqidceilingLocationsshownforpermanentlateralrestraintbfwebsshallhamebraariqinslailedperBCSIsections $3, B7 or 910, as app ICa e. Apply plates to each face of 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 BUIIIdd11nlg CComponents Grgup 1% shall not be responsible for any deviation from this dr?win any failure to build the t m,,,,,,. truss In conformance with ANSUfPI 1, or for hand11 shippin , installatidn and bracing of,trussesA seal on this drawing or cover pa e , . 2400 Lake Orange Dr. stingthis drawing indicates acceptance of pro esslona en lneerin responsibilitty solely for the design shown. The su.Pabitlty 9andseofthisdrawingforanystructureistheresponsibilitfoftheBuildingDesig%r per ANSIITPI 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.t inst.or , SBCA www sbandus .corn; ICC www imsafe.org rlando FL, 32837 Job Number. N333522 Ply: 1 SEON. 1627 / T21 / HIP_ Cust: R R8975 JRef: 1 Wc189750075 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA0l Oty 4 FROM: HMT DrwNo. 190.18.1500.12281 Truss Label: HJ7A _ _ - - _ KM / WHK_ 07/09/2018 Loading Criteria (psf) TC L L. 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 " 5'2"3 5'2"3 9'10"1 47 14 U 12 4.24 3X6 C N o v v B 6% A FF 1'5" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 22.18 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc from endwall: NA GCpr 0.18 Wind Duration' 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #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 lacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0 131"x3.0", min toe -nails at top chord. Provide (3) 0.131"x3.0", min toe -nails at bottom chord. 9'5"10 9'5"10 Snow Criteria (Pg,Pf in PSF) Pg' NA Ct NA CAT NE Pf NA Ce NA Lu: NA Cs: NA Snow Duration. NA Code / Misc Criteria Bldg Code: FBC 6th ed 201 TPI Sid. 2014 Rep Factors Used No FT/RT 20(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) -0 023 C 999 360 VERT(TL). 0.061 C 999 240 HORZ(LL) -0 010 E - - HORZ(TL): 0.012 E Creep Factor 2 0 Max TC CSI' 0.809 Max BC CSI 0.621 Max Web CSI 0.392 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 423 I181 /- /- /- /4.9 E 439 /101 /- /- /- /15 D 312 /209 /- /- /- /15 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 E Min Brg Width Reg = - D Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver 17.02.01A.1115.21 Chords Tens.Comp. B - C 441 - 743 a k : • ATE c 40 278 'h. S 0 NAI. 07/ 10/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 688 - 398 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp C - F 437 - 755 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI ana SBCA) fbr safely practices prior to performing these functions Installers shall provide temporarryv BCSI Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom hord $Hall have a propperly Id ceiling. Locations shown for permanent lateral restraint of webs shall hay braacin installed per BC I sections B3, B7 or 810, e.- AppTplates to each face of ttruss and position as shown above and on tI a Joint9Details, unless noted otherwise Refer to Alpine, a division of ITW Buildln omponQnts Group In . shall not be responsible for any deviation from this drawing any failure to build the trussIncgnformancewithANSI11, or (or handllriqqshipping, installation and bracing of trussesA seal on this drawingq or cover page. . listing this drawing, indicates acceptance of proTessionaf en ineerinq responsibility solely for the design shov7n. The suifabllity and use of this drawing for any structure is the responsibilit of the Building Desigrier per1ANSI/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 rrwoo~ 2400 Lake Orange Or Suite 150 Orlando FL_ 32837 Job Number: N333522 I Ply. 1 [ FROM:HMT EQN: 1629 / T51 / HIP_ Cusl: R R8975 JRef 1 WCIB9750075 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA0l Qty. 1 OrwNo. 190.18 1500.10192 Truss Label: HJ7S _ _ _ _ KM / WHK 07/09/2018 3X Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std, ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL 000 Enclosure: Closed BCDL 10.00 Risk Category: II EXP C Des Ld: 47.00 Mean Height: 22 43 ft NCBCLL: 0.00 TCDL: 4 2 psf Soffit 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc from endwall: NA GCpi: 0.18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 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 Additional Notes Provide (3) 0.131"x3 0", min toe -nails at top chord Provide (3) 0.131 "x3.0", min toe -nails at bottom chord. 5'2"3 9110,11 5'2"3 47 14 C 9'5" 10 4" 9'5"10 '1 .1 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). -0.023 B 999 360 A 382 / 160 / - I - / - / 4 9 Lu: NA Cs. NA VERT(TL)' 0 059 B 999 240 D 443 / 105 / - / - / - / 1 5 Snow Duration NA HORZ(LL)- -0.010 D - - C 311 / 211 / - / - / - / 1.5 HORZ(TL): 0.012 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2 0 A Min Brg Width Req = 1 5 Bldg Code: FBC 6th.ed 201 Max TC CSI 0.803 D Min Brg Width Reg = - TPI Std 2014 Max BC CSI: 0.627 C Min Brg Width Reg = - Rep Factors Used: No Max Web CSI: 0.397 Bearing A is a rigid surface. FT/RT:20(0)/10(0) Members not listed have forces less than 375# Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.01A.1115.21 Chords Tens Comp. A - B 449 - 749 SAS lgp• lo 0 0. bC48 s .p •'VAT E 61F 0: 0 278''s`r ONAI EN d 07/ 10/2018 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 MBCSI sections $3, 87 or 810, iss noted otherwise. Refer to Alpine, a division of ITW Build1nccL Con truss in conformance with ANSUTPI 1 listing this drawingq indicates acce and use of this drawing for any s P- morn .n/n.m ; ... .n.e .nn a ....... Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp A - E 696 - 406 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. B - E 446 - 763 any deviation from this drpwin anyy failure to build the ig of,trussesA Seal on this drirtI or cover pagesibilltysolelyforthedesignshoqn. The suitability esigrfer perANSUTPI 1 Sbc.2. TPI www tpinst org; SBCA• www sbandustry cam. ICC www iccsaf ALPINE proTessionaf en ineertheresponsibilityofth ese web sites: ALPINE: www AN RW a.MMi1Y 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 .258SE/258MA/258TA ,RAO1 Truss Label: HJ2 Loading Criteria (psq TCLL: 20.00 TCDL: 17.00 BCLL. 000 BCDL 1000 Des Ld: 47.00 NCBCLL: 0.00 Soffit 0.00 Load Duration: 1 25 Spacing: 24 0" T O y, 2— FFROWRDG / T42 /HIP_ DrwNo R1190 18R15001 0284 750075 CH / OF 07/09/2018 12 C4.24 Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP' C Mean Height: 20.90 It TCDL: 4.2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3.00 It Loc. from endwall: NA GCpi 0 18 Wind Duration. 1 60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bol chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading HiPlack supports 1-10-0 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 0.131"x3 0", min toe -nails at top chord. Provide (2) 0 131"x3 0", min toe -nails at bottom chord. 4X4(B1) 2t7"1 1 rCJrr 2i7"1 Snow Criteria (Pg,Pf in PSF) Pg. NA Ct: NA CAT: N/ Pf: NA Ce, NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std. 2014 Rep Factors Used No FT/RT:20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL)' -0.000 D HORZ(TL): 0.001 D Creep Factor: 2 0 Max TC CSI: 0.136 Max BC CSI: 0.031 Max Web CSI 0 000 VIEW Ver: 17.02.01A.1115.21 ff it ATE, ic:••:cL OR\VP•^.as 0278 'r ONAI-ENS, 07/ 10/2018 T T 0 to 00 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 102 /51 /- /- /- /4 9 D 4 /- /7 /- /- /1.5 C 18 /12 /- /- !- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attached r id ceiling Locations shown forpermanent lateral restraint bf webs shall hay bracing insialled pgr BCSI sections $3, B7 or 510, as applica e. Apply lates to each face of truss and position as shown above and on tI a JoinrDetails, un ess noted otherwise. Refer to ALPINEdrawings160A-Z for sPandard plate positions. Alpine, a division of ITW Buildl1'nggComponents Group 1% shall not be responsible for any deviation from this drpwin any failure to build the mrrwm, ,,,,,. truss in conformance with ANSI/TPI 1, or for handling shipping, installation 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 responsibility sole) sor the desi n shown. The suif-ability Suite 150anduseofthisdrawingforanystructureistheresponsibilit?of the Building Desigrier perIANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE. www.alpmedw.com; TPI, www tpmst org, SBCA: www sbcindustry eom, ICC: www ic_csafe org_ ___Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or: 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr, IPn mnh Winni CnooA lS Monn HoIni,+ Pnr+loll., Fnrincen4 C.,nnc„rn n v,+ - inn S 2x4 Brace Gable Vertical pacing Species Grade -,",Braces No 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 S P F F 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 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' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9- 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard J d U I# 3 S PrndardDFLtud 4' 0' 6' 8' 6' 1' 7' 0' 8' 2' 9' 4' 9' e' 12' 4' 12' 9' 14' 0' 14' 0' 2 3' 10, 6' 7' 6' 10, 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3' 9' 5' 3- 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 111 9' 8' 10' 4' 13' V 14' 0' U Q S P F u Ffl 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' 2- 7' V 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Standard 4' 2' 6' V 6' 5' 8' V 8' B. 10' 5' 10, 10' 12' 8' 13' 7' 14' 0' 14' 0' Q1 P IDFL 1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' 111 1' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 5' 7' 6- 7' 9' 8' 10' 9' 3' 10' 7' Il' 0' 13' I1' 14' 0' 14' 0' 14' 0' 3 4' 4- 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, Ill 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' S' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, 11' ]0' 12' 7' 14' 0' 14' 0' d U O S P F u FHl 1 / #2 4' 10' e' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' V 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' Stud 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' 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' X d 011 P IDFL 1 5' V 8' 5- 8' 8' 9' 11' 10' 3' 11' 9' 12, 3' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 10' 9' 8' 10' V 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 9' 7' 4- 7' 10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0'1 14' 0' 14' 0' About L able Truss Diagonal brace optloni vertical length may be TI doubled when diagonal IB' K brace Is used. Connect I diagonal brace for 6000 Lr L at each end. Max web Brace total length Is 14'. 31(ll( 2x6 F-L 02 or better diagonal TI t Vertical length shown bracer single In table above. 45' or double cut 8 Iasshown) at L upper end. on Connect diagonal at midpoint of vertical web. Refer to chart ab t weVAR10)Ts READ NO Fm.LaV ALL NOTES ON THIS ORAVDIGI Z DPWWTwa FURNISH Dos DMVD16 TO ALL (n(TRACTDRS DQIIDDIG THE DISTN I FRS Trusses regt*v extr.me core In fabricating, hmdbV shppb,g, InstolUng and bradrp Refer tolyln follow the latest SCSIeditionof (bAding Cayonmt S.f.ty Information, by TPI and SSG) for safest practices prior to performing the functlons Irnstailers shall provide temporary bradng per Sc!1S, llrsefs noted othwiii", top choid shall Mve property attached strucbral shestKng and bottm 46 shall properly att.dnd Nys ceiling. Loc.t:orn ".n For permanent i.t.-I restsvht of e4 d as applicable. Apply plates to each f.eshallhavebrocYnpbnstassperSCSIseedantheJorDetails, of truss oral pp osltlon os form .bow and t. tM Joint Oriels, W.ss rated otherwise. Refer to drawees I60A-2 for stnr,dord plat. positions. AN1TWODMPANY Alper, a division of ITV S,rldb,g Corponmts Gro,p Inc shal roon tberespsoA. far any deviation f this dmwbV, any fshv to build the tmss In conformance with ANSI/TPI L ar for hardU ng, O4, ng, Irnstall. tlon S bracing of trusses. A seal on this drawing or cove r page listing this drawkU bdcates ecorptsnce of professional 13723% Riverpodl Drive ernpYrering r v, y solely for the Q shown TM aNahlMy aid use of this drawing suite% 200 for nrry strucE+e b tiw r por UtY or one bAdhq DeslVn.r P.r N61,qPI t Secd Maryland\ Heights,\MO\63043 Far rare Information see this ,lob's general rotes pope and these web sites, ALPIIF_, wwealptneitweoni TPI- wew.tpinstory SSCiv ..w.sbddustr urpl ICO wseJx f.Arg ir mcrx =e rircat to in. - e • ATE ' cr 1 : • i ry< fVAs;QNAI- Bracing Group Species and Grades: Group AI S ruce-Pine-Fir Hen -Fir NI / # 2 Standard 02 Stud M3 Stud1 #3 IStandard Dose las Fir -Larch Southern Pine 3 # 3 Stud Stud Standard I Standard Group B: Hen - Fir NI L Btr NI Dou Ins Flr-Larch Southern Pine NI N1 15 1 #2 El 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 nodes. 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' nin) nails. N( For (1) 'L' bracer space nails at 2' o.c. In IS' end zones and 4' o.c. between zones. KWor ( 2) 'L' braces- space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of BOX of web member length. Gable Vertical Plate Sizes Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. Vertical Len th No Slice Less than 4' 0' Greater than 4' 0', but less than ll' 6' 2X3 3X4 Greater than 11' 6' 4X4 TOT. LD. 60 PSF X. SPACING 24.0' REF ASCE7-10-GABI6015 DATE 10/01/14 DR W G A16015ENC101014 TOT. LD. 60 PSF X. SPACING 24.0' REF ASCE7-10-GABI6015 DATE 10/01/14 DR W G A16015ENC101014 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or: 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 n- 1?n mnh Vlnri Cnenri in, Non^ waw,+ Pnr+loll. Cnrincerl n v,+ _ inn S 2 x 4 Brace Gable Vertical pacing Species Grade No Braces 1) Ix4 'L' Brace 1) 2x4 'L' Brace or 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace no Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B i") S P 1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' 3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' Q P Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 111 11' 13, 7' 14' 0' Standard 3' 0' 6' 4' 6' 7`, 7' 6' 8' ll' 9' 3' l' 9' 12' 2' 13' 11' 14' 0' J S P 2 3' 8' 6' 1' 6' 6' 7' 5' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' C L D P L 3 3' 7' 4' 10' 5' 2' 6' 5' p8'9' 8' 9' 9' 1' 10, 1' 10, 10' 13, 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 7' 9' 8' 3' 8' ll' 9' 7' 12' 2' 13' 0' U i") i QJ U Q S P F flH P 1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' 3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9111, 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12, 8' 14' 0' 14' 0' S P 1 4' 5' 7' 3' 7' 6' 8' 7' 8' 111 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' 2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 140' 0) r DfL 3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' l0' 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 X C5 u I S P rr LJC f l l I / # 2 4' 8' 7' 11' 8' 2' 9' 4' 9 ' B. 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' S' 7' 7' 8' l' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' l' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' t0' 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' S P D P L 1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 8' 7' 11' 1 8' 2' 9' 4' 1 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' tl' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14'to Stud4' 6' 6' 10' 7' 3' 9' L' 9' 7' ll' o' 11' 6' 14' 0' 14' 0' 14' 0' 14'Standard 4' S' 6' 1' 6' 5' 8' 1' 8' 7' 10' 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' About L able Truss Diagonal brace option, vertical length may be doubled when diagonal IB' brace Is used. Connect N)Kdiagonal brace for 6900 L' at each end. Max web Brace total length Is l4'. 2x6 DF-L 02 or better diagonal T IVertical length shown brace] single 8' In table above, 45' or double cut as sown) at L 1 upper end. Connect diagonalnt on midpoint of vertical web. Refer to chart olo eVAR10] OGioe READ AND FULLDV ALL NOTES ON THIS DtAVDQ wsDPCRTM fo fWIgSH TICS DRAVM TD ALL CORRACTOtS DRDDD(G THE DaTALLERS Trusses require extreme care In fabricating, handling, shipping, Installing and bmdrup Refer to sh folio. the latest .Otlon of NCSI (alding Component Safety Infor.etlon, by TPI and SNCA) for saf practices prior to perforn V them functions Installers shall provide tenporary brad per NC Hess rated otherwise, top chord shell have properly attached structural sheatWug and bottom shall have a property attached ri ceting. Locations shown for pernanent lateral restraint of have bracing d hall Yntalled per I sections 33. N7 ur 310, as appll abl.. Apply plates to each fa, of truss and position as shown above and on the Joint Detat., unless mated otherwise. Refer to drawings t6GA-2 for standard plat. posltloom AN ffWCDMPANY Alpine, a division of ITW TAdmi; components Group Inc. shal mat be responslble for any deviation f this ding Falure to build the truss in conformance with ANSI/TPI L or for handling, shl pinq, to installation Lbrndng of trusses. A seal on this drawing yr cover page Hsttrug this drawing, indicates acceptance of professional 137231 Riverpod\ Drive e.igtreerI-spen.2AIty solely for the design sho.n. The suitability and use of this tra.ing suite\ 200 far arty sbmct re Is the resporusblty of the NLLding Design- per N6l/TPI 1 Sec2. M.ry1aM1 Hemghts,\ MO\ 63043 for more Information see this Job's general rotes pope and them web sttes, u.tr ALPDO sew,alpieitwcomr TPh w...tpinstargi SNU, ewes argr ICO w"JI—fir-0 W ATE OR ,,• I 40. 1 orvAL E-0, 07/ 1 M Bracing Group Species and Grades: Group A, S ruce- Pine-Fir Hen -Fir 01 / N2Standa02 Stud N3 Studrd 03 Standard Doucitas Flr-Larch Southern Pine N3 N3 Stud Stud Stnndnrd Standard Group B: Hen - Fir NI L Btr N1 Dou lac Fir - Larch Southern Pine NI NI N2 N2 ix4 Braces shall be SRB (Stress -Rated Board). For 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 criterlon Is L/240. Provide uplift connections for 135 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' min) nails. X For (1) ' L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. K)Wor (2) ' L' braces- space nails at 3' a., - In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of 80% of web member length. Gable Verticnl Plate Sizes Verticnl Len th No Spliced Less than 4' 0' 2X4 Greater than 4' 0', but 4X4 less than 12' 0' Refer to common truss design for peak, splice, and heel plotes. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10- GAB16030 DATE 10/01/ 14 DR WG A16030ENC101014 TOT. LD. 60 PSF X. SPACING 24. 0' Gable Stud Reinforcement Detail ASCE 7-101 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 160 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Ors 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nri 14A mnh WI —I Cnaa,t IS' Mean W.1, 1.+ o,...+i,. il.. c...-i., A r.. S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) Ix4 'L' Brace Is 1) 2x4 'L' Brace 2) 2x4 'L' Bracer 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 P 1 / #2 3' 6' 6' 0' 6' 3' 7' V 7' 4' 8' 5' 8' 9' Ill 1' 11' 7' 13' 3' 13' 9' S P F H F 3 3' 4' 5' V 5' 5' 6' 9' 7' 3' 8' 4' 8' S. 10' 7' 11' 4' l3' 1' 7' Stud 3' 4' 5' 0' 5' 4 6' 9' 7' 2' 8' 4' 8' 8' 10' 6' 11' 3' 13, 1' 13' 7' Q Standard 1 3' 4' 4' 4' 1 4' 7' 5' 9' 6' 2' 1 7' 10' 8' 5' 9' 1' 9' 8' 12' 4' 13' 2' Qj J S P 1 3' 8' 6' V 6' 4' 7' 2' 7' 5' 8' 6' 8' 10, 11' 3' ill 8' 13' 4' 1313' 2 3' 6' 5' 9' 6' 2' 7' 1' 7' 4' 8' 5' 8' 9' Ill l' 11' 7' 13' 3' 13 d Ni_ CZJ D F L 3 3' 5' 4' 7' 4' 10' 6' V 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12' 11' 13 Stud 3' 5' 4' 7' 4' 10' 6' V 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12, Ill 13 Standard 3' V 4' 0' 4' 3' 5' 4' 5' 9' 7' 3' 7' 9' 8' 5' 9' 0' 11' 5' 12U1 / #2 4' 0' 6' 10' 7' 2' B' V 8' 5' 9' 8' 10' 1' l2' 9' 13'3' 14' 0' l4SPF33' 10, 6' 2' 7' 2' 8'0'8' 4' 9' 7' 9' 11' 12' 7' 13' 1' 14' 0' 14 U LJ F Stud 3' 10' 6' 2' 6' 7' 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' 13' V 14' 0' 14' 0' O I Standard 3' 10' 5' 4' 5' 8' 7' 1' 7' 7' 9' 7' 9111. 11' 1' 11' 11' 14' 0' 14' 0' P 1 4' 3' 7' 0' 7' 3' 8' 3' 8' 6' 9' 9' 10, 2' 12' 11' 13' 5' 14' 0' 14' 0' 2 4' 0' 6' 10' 7' 2' 8' 1' 8' 5' 9' 8' 10, 1' 12' 9' 13' 3' 14' 0' 14' 0' 3 3' 11' 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10, 0' 11' e' 12' 6' 14' 0' 14' 0' QJ D F L Stud 3' 11' 5' 7' 5' It' 7' 5' 7' 11' 9' 7' 10, 0' 11' 8' 12' 6' 14' 0' IT 0' Standard 3' 9' 4' 11' 5' 3' 6' 7' 7' 0' 8' Ill 9' 6' 10' 4' II' 1' 14' 0' 14' 0' 1 / #2 4' 5' 7' 7' 7' 10' 8' 11' 9' 3' 9' e' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P F 3 4' 3' 7' 2' 7' 7' 8' 10' 9' 2' 10' 6' 10, 11' 13, 10, 14' 0' 14' 0' 14' 0' U H F Stud 4' 3' 7' V 7' 7' 8' 10' 9' 2' 10' 6' 10, 11' 13' 10' 14' 0' 14' 0' 14' 0' Q Standard 4' 3' 6' 2' 6' 6' B' 2' 8' 9' 10, 6' 10, 11' 12' 10' 13' 9' 14' 0' 14' 0' X 1 4' 8' 7' 8' 7' ll' 9' 0' 9' 5' 10, 9' 11' 2' 14' 0' 14' 0' 14' 0' 14' 0' d s -i S P D F L 2 4' 5' 7' 7' 7' 10' 8' ll' 9' 3' 10, 8' Ill 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 4' 6' S' 6' 10' 8' 7' 9' 12' 10' 7' it, 0' 13' S' l4' 0' 14' 0' 14' 0' Stud 4' 4' 6' S' 6' 10' 8' 7' 9' 12' 10' 7' 11' 0' 13' S' l4' 0' 14' 0' 14' 0' Standard 1 4' 3' S' 8' 6' V 7' 7' 8' 1' 10' 3' 10' 11' 1 11' 11' 12' 9' 14' 0' 14' 0' About j able Truss Diagonal brace optlom vertical length may be T doubled when diagonal 18' K brace Is used. Connect Ldiagonalbracefor7750L• fateachend. Max web Br ce total length Is 14'. E 2x6 DF-L #2 or better diagonal I I Vertical length shown braces single 8, In table above. 45' or double cut as shown) at L 1 14upperend. 0 Connect allogonal at midpoint of vertical web. Refer to chart 11v VARHmNGIs. READ AND Fa10V ALL NOTES ON TIM DRAVDG DFMTANfo FLOM TTOS DRAWING TO ALL CONTRACTORS DCLDDIG THE DNSTALLERS. Wrem Truss.fregwextecarein f.bricatbp, handlft, chippbp, hst.1Un9 and bracing, Refer t1 ' fallow the latestedition of SCSI UkAdhg Cuponent Safety Informrtlon, by TPI and SSW for sed'et practices prior to pwf- FA U thew functions. Installers shall provide temporary bracing per 101. UMiss rated top chord shall have property attached structral sheathing and bott--Ap shall have a properly attached etl SHodCSI cectloLocations shorn far permanent lateral restraM of ahall have brccbqinstalledperSCSIsecdth37arApplytofaO O plates each DBIO,etails, oftrussandonasfarmaboveandontheonisunt.ssapplicable.no Oetalc, uriecsratedotherwW. , Refer to drawings Ifiall-2 for standard plate positions lrils ion& ANRW NY Alpine, a division of ITW SuIAIg Components Group Inc sha0 not be responsible for any deviation N tHs drawbp my falure to build the truss h conformance with ANSI/TP[ 1, or far handift, shipping, bultaMatlon t bmcLngoftrusses. A fern — this dnwbq — corer wRw I.tinp this d—' a sccepto of professional 177231 Rrver n\ Dme pa ema+eerh'p re:porsllty curly far the des I shown Tlr smftaWty and use of this trae#Ig II Sullel 200 iar airy strucCre h tin. responstltty of the Building Dedprrr per ANSVTP1 1 Sec2. Maryland\ Heighls,\ M0163043 For pore infornotlan see this Job's gerw,ilt notes page and these web dtes- ALPINED wwwAtpbxdtwcomi TPI, aww.tpinstorgi SSCA, wwwsbdrdustr .orgi NCO wwwkc=fe.org J • ATE • Bracing Group Species and Grades, Group AI S ruce-Pine- Fir Hen -Fir 1 / 02 Standard] 1 #2 1 Stud N3 1 Stud 1 1 #3 Standard Dou ins Fir - Larch Southern Pinear 3 #3 Stud Stud Standard Standard Group BI Hem - Fir 1 L Btr t Dou Ins Fir - Larch Southern Pine•a 1 #1 2 # 2 lx4 Braces shall be SRB (Stress -Rated Board). aFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress - Rated Boards. Group B values may be used with these rades. Gable Truss Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plF over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with tOd (0.128'x3.0' nin) nods. K For (1) ' L' brace- space nails at 2' o.c. In IS' end zones and 4' o.c. between zones. K)KFor (2) ' L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of BOX of web member length. Gable Vertical Plate Sizes Vertical Len th No Splice Less than 4' 0' 2X3 Greater than 4' 0', but 4X4 less than 10' a' Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by tuts detail. TOT, LD, 60 PSF MAX. SPACING 24. 0' REF ASCE7-10- GABI8015 DATE 10/01/ 14 DRWG A18015ENC101014 CLR Reinforcing Member Substitution This detall Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired. Notes: This detall Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-relnforecement 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 20 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4(310 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OO T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each face of web. T-Reinforcement Or T-Reinf. L-Reinforcements or L-Reinf. 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 807 of web member length. Scab T-Reinf. L-Reinf. K s is ra VAIMA3- READ NO FMAMV ALL WITS IN TM MAVDQ • j' 2 PSF REF CLR Subst. s WVMTANT•s Fllb®1 TMS DRAVDC M ALL fLrtRACTUK DC UDD(G TIE D(STALLEM • Tresses requ r extreme care In fabrlcatbV, handLbo shipping, Instal and bratlng. Refer to11ng ;, 1 Dl PSF DATE 10/01/14fallowthelatestedMonofSCSI (bAdU ng Conponent Safety Infornotlon, y TPI and SBCA) for sa0ty • practicH prior t0 perforn,Mg these fuenctlana. Installers shall W-oAde tfnpar'aryy 61'adllp per a + e tines rated otheretre, top chard shall have properly attached structwl dnwt)ing oral hotton • !1 ehall have a property attached rl W ceskg. Locations shown for pervanent lateral restraint of • + PSF DRWG BRCLBSUB1014 O shell have bra YnstaUed per SCSI sections 13, 37 or 310, as appllcahle. Apply pWtes to each PaQ d of tlVsi ara s s- as shown above and on the .scent Details, unless noted otherwise. j • + IVi`F` PSFRefertodrowiigsIEM-Z for standard piste positions. , jl"` '• O 1 `1O •• AN rtWCDMPAW thlssddro kg any follITVatob theComponents In conforn ncee auM,noMaIRPI L nodrb for hwxgYny s pppinpFr ••• ••• (at LD. PSF installation L bracing; of trusses. A seat m this ••••• vI 1137231 RrverpoM D— e^Oe+eere'g r•W Y olelly ftlr Y n shawthisn•Tne Indicates of of' a1mvYgg // I Suite\200 for any strr -tw Is the —syv Uty of the SuA&V Desfprr per A16LTPI I Sect NAI. E , DUR. FAC. Maryland\ Heglus.W0\63043 For none hfornatlon see this Job's general notes page W these rb s)tea ALPM wv—Lp"twcon, TP6 wirw3penstw.sb .arg) S1CA, ..aus.o ndtr rgyICG Hslcwfearg SPACING T' Reinforcing Member Gable Truss Galole Detail For LPt-in VPrtir-nl-, Gable Truss Plate pproprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, ib, and heel plates. vertical plates overlap, use a Lte that covers the total area of Lapped plates to span the web, e, 2X4 2X4 2X8 Provide connections for uplift specified on the engineered truss design Attach each 'T' reinforcing member with End Driven Nailso IOd Common (0.148'x 3.',min) Nalls at 4' o.c. plus 4) nails In the top and bottom chords. Toenalled Nalls- 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 Detall Drawings A11515ENCI01014, A12015ENC101014, A14015ENCI01014, A16015ENC101014, A18015ENC101014, A20015ENCI01014, A20015ENDI01014, A2001 A11530ENC101014, A12030ENC101014, A14030ENC101014, 010 A18030ENCI01014, A20030ENCI01014, A20030END101 3 01 S11515ENC100815, S12015ENC100815, S14015ENC1 E 1 S18015ENC100815, S20015ENC100815, 520015E QD[ a S11530ENC100815, S12030ENC100815, S140310 • 6 S18030ENC100815, S20030ENC100815, S200 ND1 S PED1 81 See appropriate Alpine gable detail for maxi m unrIA forc gabl T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -nail - 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, specle, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace T' Reinf. Mbr. Size T' Increase 2x4 30 2x6 20Example, ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP 83 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 1.30 x 8' 7' = 11' 2' VAR1@a<7o READ AND FU L13V ALL NOTES ON THIS DRAVM * !J W = REF LET -IN VERToUFQ2TANTuRMSHTHISWAVINGTDALLCONTRACTORSINaUBDNGTIEINSTALLERS. ;% • Trusses require extreme care In fabricating, hardllrg, sHpplrp, hstatling and br.drq. Refer and • follow the latest edition of BCSI N2 dtMg Component Safety Information, by TPI and SBCA) for ety : ATE : DATE 10/01/14 practices prior to perfornY,g these Functions. Installers shall provide tera rporaryybdrpper L unless noted otherwise, top chard shell have property attached structural sheathlrp and butt ;. % e DRWG GBLLETIN1014 shallhaveapropertyattachedrlpldcalling. Locations shown for pernanent lateral restraint of • • shall have brad Instnlletl per SCSI sections 33, 37 or 110, as applicable. Apply plates to each F •• •• , oftrussandsttionasshownaboveandontheJointDetals, unless noted otherwise. • ,O • Refer to drewings 1601\-Z Far standard plot. positions. /? 1•e• OR .-o Alpine, a division of ITV Nldlng Components G Inc shall not be responsible *le µ fT1M COMRANY thls droll Group pa or f Far any deviation , np, any ing of to bold the truss 6, conFornonoe with ANSI/TPI 1, or Far handling, shipping, a+et.aattan a bracing of trusses. /iy/ 0NAt ; MAX. TUT. LD. 60 PSF A seal an this drowYor ll p coverpagethisdrawing,sdrawing,Ydp, cntesccacceptance ofprofessional / 13723%Riverpon\ Drive entower,g responsibility sately far the design slam The sultabUty w%use of this dmWQ Swte\z00 for any structure is the responsibility of the adNg Designer per AravrPI I Sect [Q[[ gull? DUR, FAC, ANY For more information see this job's #O 2%g 07/IOI2018 Marylantl\Hdghts, 1M016301J ALPINE, wwwatpb,eits.comt TPI, www.tphL general notes gape and these web .1-.1 MAX. SPACING 24.0' argt SBCNwvsbdndustrycrglICGwwwlccmFearp I 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. nall 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 OA05' 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 NOR replaces 2 teeth Alpine 18-gage S 1 Nail replaces 2 teeth Nail Type 0.131' x 1,5' Box or Gun Nall Material SP, DF-L, HF, SPF SG >= 0.42) Connector Plates Alpine 20-gage Wave Alpine 20-gage H Alpine 18-gage S Substitution 1 NOR replaces 3 teeth 1 Nail 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 Qx2 and 4x2). Line Typical Joint Configurations. Thls4Dei •ANoil s-7 py-' tnfiguration. V / This Detail Is Applicable nly On t'oin74 Whe e T e r Pl to Has Been Offset No More Than 1/2' From%Te Dk esi w Th Truss Design Drawing, s VARN0J3o- READ NO FULL13V ALL NOTES a THIS DRAVDG Q DWORTAHTo FURKISH THIS IIRAVDIG To ALL CONTRACTORS DELUDING THE DfsrALLloNs a . *' a REF NAIL REINFORCEMENT Trusses require ..trene core In f l rlcotYp, handlbp, shipping, YutatOnii and bracing. Refer tia* R J folto. the Istest edition of ICSI (Ib4 rg Corponent Safety Info—tlon, by TPI and SRCA) for s44ty • f DATE 1D/D1/14 prances prior to perfarrJp these functions. Installers shall provide tvVorery bracing par IfsL ATEIJniessnotedother.l", top lord shall have property att..hed stroctu-at sheathing and bottonseor • DRWG REPPLTNL1014stallhavenpropertyattedwedHodceft. Locations shown for pernonent Internl restraint of • shall haveand o Y stnlled per aboI sections the J or et s applkabno dAppiyot plates to eod f ± ! • C Ill rs of truss wad ppoosttivi nZ shorn above and on the Joint Detals, viers rated otherwise. +r • / • Refer W dro.ings I60A-Z for stwndard plate posHlorns 6 O • Alpine, a dMslon of ITV h ding Corponents Croup Inc shalt not be responsmle For my deviation P ••' L R` ••••\ AN ITW COMPANY this dro.bng my P.Aure to bltd the truss In confornonce with AHSI/TPI 1, or for handltr M whopMg, ••.• 'R\ Installation f, bracing of trusses. IyAsealonthisdrawingoraverp.ge U.1h this drawing, e.cates acceptance of prof ... Jonal 137231 FLverpod\ Dme -.00 b R respor.Ihty solsly for the dw 1W shown. Tlr suitability and ,ae of this drawing •, , At. Suite\200 for anY strucCre h the r.spornsbllity of the dbp Destgr r per A16VfPI 1 Sec2. t' 1Maryland\ Heights,\MO\83043 For re InornFation see this Job's general notes pagethese web sites, Jfp1Y11/111ALPra D0 • w.atpInalt.ton, TP4 www.tpinst.org) and these SItCA, m.0ddustry.org, IC6 w.wJccsaie.orp Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or- 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 fir, t?n sn6, %ji .4 Cr,esa 79, Al— uetrh,+ o....+1,. u., r_i_. r.,.., _ _.,, n u - Inn S 2x4 Brace Gable Vertical Spacing Species Grade No Braces I) 1x4 L' Brace at 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 1 / #2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' e' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 0) U SPF H F 3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Standard 3' 2' 4' 11' 5' 3' 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13' 0' Qj J S P DFL 3' 6' 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3' 3' 4' 5' 9' 511' 69' 70 8' 1' 85' 10' 7' 11' 0' 12' 8' 13' 2' 3' 3' 5' 3' 57' 69' 70 8' 0' 8' 4' 10' 7' 11' 0 12' 7' 13' 1' 1#2 3' 3' 5' 3' 57' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1Urd 32' 47' 411' 62' 67' 8' 0' 84' 9' 8' 10' 4' 12' 6' 13' 0#2 Q1 U SPF HF 3 10' 6 7' 6 10' 7 9' 8 1' 9' 3' 9 7' 12' 2' 12' 8' 14' 0' 14' 0+> 38' 66' 6' 10'7' 8' 711' 9' 1' 96' 12' 0 12' 6' 14' 0' 14' 0L 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' SP D F L 1 2 3 Stud Standard d S P F 1 / #2 7' 3' 7' 0' 7' 13' 4' 0' 4' 0' 3 7 8' 0' 5' 3' 4' 0' Lj X d U p H F Stud 4' 0' 7' 1' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' Standard 4' 0' 7' 0' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' S P D F L 01 4' 5' 7' 4' 7' 7' 8' 8' 9' 0' 10, 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' 2 4' 3' 7' 3' 7' 6' 8' 6' 8' 10' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' 3 4' ' 7' 2' 7' 5' 1 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Stud 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 10, 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Standard 4' 0' 6' 6' 6' 11' 8' S' 1 8' 9' 10' 0' 10' 5' 13' 2' 13' 9-1 14' 0' 14' 0' About L isle Truss Diagonal brace option vertical length may be T doubled when diaganal l8' iN brace Is used. Connect diagonal brace for 6008 L• at each end. Max web Brace total length Is 14'. KiN 2x6 F-{ 02 or better diagonal r Vertical length shown braces single B, In table above. 411451(as or double cut shown) at L 1 upper end. Connect diagonal at midpoint of vertical wel g AN rrWCIDMPANY I 3723k Rmelporil Dnve I I uite, 200 I l Marylandl Heights,%MOl 63Oa3 Ark, ` Ut Refer to chart ab* WAR1m43wa READ AND FOLLOW ALL NOTES W THIS DRAVDGI KWMTANTo Flile4M THIS BRAVING TO ALL CDNTRACTURS DIOLu0I11G THE DLCTALLERS. Trusses raq i e *at—. can In fabricating, handling d 1pp V, inatntUnp and bradrg. ReFer to low the latest edHlon of ICS1 (boding Caponmt Safety InForiotlm, by TPI and SNCA) ior sai actices prior to perforn g these functlons Installers stall provide temporary bradrg per less rated otherwise, top chord shall have properly attached structwl sheathing and bottom ed Pave a property attached = .. Wq. Locations shorn For pm anent lateral restraint of as have bracing kr ta0ed per [ sactlons B3, B7 or BID, ss applicable. Apply pates to each far truss and poshlon as shown above and win the Joint Details, Wen noted othenrlse. for to drawings 160A- Z for standard plate positions. Alpine, a dMainn of fTV IhidIng Components Group Inc shall not be respo 11ot. far any deviatlon f Is draft,any failure to build the tr„ss In conf--. with ANSI/TPI L or far handling, shipping, A&Uation bracing of try sea. A seal on this drawing or cover page Usti g this drawing, Indicates acceptance of professiaot b:; g respo lMy solaty for the df. ahown Thar adtobil,q and use of this draeRp r any structve h the resyon3ilty of tie SAIding Desfper par M6VTPI 1 Sec2 For nary information see this Job's general rotes page and these web vitas• ALPDF_, www.alpineltweon, TPI, w tpnst.org, SNCN ea—bcIdustryogi ICG nw)ccsafe.org U ATE0 f OR\ Vt.. 07/ 1 Bracing Group Species and Gradesi Group A, S ruce-Plne-Fir Hen - FirN1 / N2 Standard 1 02 1 Stud 03 1 Stud 1 N3 Istandard Dou has Fir -Larch Southern Pine 3 #3 Stud Stud Standard Standard Group B: Hen -Fir MI L Btr NI Dou nos Fir -Larch Southern Plne Nl NI N2 M2 Ix4 Braces shall be SRB (Stress -Rated Board). xFor 1x4 So. Pine use only industrial 55 or Industrial 45 Stress -Rated Boards. Group B values maybe used lth these rades. Gable Truss Detail Notes: Wind Load deflection criterion Is L/360. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' auttookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with lad (0.128'x3.0' min) nails. For (1) 'L' brace, space nalls at 2' o.c. In Is' end zones and 4' ac. between zones. N)IFor (2) 'L' braces- space nails at 3' o.c In Is' end zones and 6' o. c. between zones. L' bracing must be a rdnlnum of BOX of web member length, Gable Vertical Plate Sizes Vertical Length No Splice Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. Less than 1. 0' 2X3 Greater than 4' 0', but less than tl' 6' 3X4 Greater than Il' 6' 1X4 TOT. LD. 60 PSF SPACING 24.0' REF ASCE7-10-GABI6015 DATE 8/ 3/15 DRWG S16015ENC100815 Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or: 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or 140 mph Vlnd Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 120 mnh Wind Snpoel 30' mp n Helnh+ Per+inily enrinae.f sr, e„rn n It.+ = inn h. e Gable®®®®®®®®® 1 MEMIM IM I Ml M. 1- I NEMUMI Bracing Group Species and Grades - Group Al S ruce-Pine-Fir Hen -Fir N1 / 02 Standard 1 N2 Stud 03 1 Stud 1 N3 Standard Dou ins Fir -Larch Southern Pine N3 N3 Stud Stud Standard IStandard Group BI Hen -Fir NI L Btr N1 Douglas Fir -Larch Southern Pine M1 NI 02 R2 Ix4 Braces shall be SRB (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values nn be used with these grades. Gable Truss Detall Notes: Wind Load deflection criterion Is L/360. Provide uplift connections for 135 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. About j Attach 'L' braces with 10d (0.128'x3.0' min) nails. able Truss X For (1) 'L' bracer space nails at 2' o.c. In I8' end zones and 4' o.c. between zones. 31 )Wcr l2) 'L' braces- space Halls at 3' o.c. Dentinal brie. option T In IS' end zones and 6' o.c. between zones. vertical length may be I doubled when diagonal 18' )K 'L' bracing must be a minimum of 80% of web brace Is used Connect member length. diagonal brace for 6900 ,L, at each end. Max web Brace Gable Vertical Plate Sizes total length Is 14'. )K)K w"T/Jj, Vertical Len th No Splice 2x6 pF{ •2 or I4 Less than 4' 0' 2%4 better diagonal T'- +I ' Greater than 4' 0', but 4%4 Vertical length shown brace, single 8, O f less than 12' 0' In table above, or double cut 45' (as shown) at L 1 S 0 . Refer to common truss design for upper end. peak, splice, and heel plates. a ous rent Refer to the Building Designer for conditionsConnectWagons, at • ' nld dnt of verticnl web. Refer to chart ab$ve Fp- Qe 1iCdI a the not addressed by this detail. VAR)O)C" READ AND MUIV ALL NDTES °' THIS DRAVINa ' • *. = REF ASCE7-10-GAB16030DPMTANTnFTf1ICISHTHIS °RAVING TD ALL CRfTRACTDRS DGLDING THE DISTALLQIS. " Trusses reahi-e extreme care Inhpfabrlcat , hdrAN. shipping. InstalU6rad ngandng. Refer t fella. the latest edition of RCSI choking Caponent Safety Information, by TPI and SBCA) far as ty • DATE 8/3/15 practk. a prior to perform,° than. fun ona. Instaaers sthall provide temporary . Per ; ATE4 lW.as noted ott—wise, tap Nord slhau have properly att..hed structh—1 sh-thlnR °: botta DRWG S16030ENC100815 wecreelhave . properly att*'P" Npld cOing* Lowtla— "'an for permanent lateral restraint of ± O shall have tracing Installed per RCSI .steins R3, 07 or 310..s appacabI.. Apply plates to each f C dFSoftrussandpositionasshownaboveandatheJointDeta4, urdeas noted otherwW. • h. aefrr to d-aaings 16OA-z for standord plot. posnlo— i ,A • '/ R 1O T• _ate Alpine, a dlvlslan of ITV RLAL&V Components Group Inc shall not M respaslbl. For any drvlatlon fr / ••` O, ` • T AM OINCDMR NY tlds draehg any falture to lased the truss h confarnanoe .nth ANSI/TPI 1, or for handing, sh ping, •1•sq oo CA Ration : braang of tnissrs. V C. TOT. LD. 60 PSF A u.1 a drn.Yhp or mw.r the t>+ The = t acceptance ad- !NA E a "I 113723\ River n\ Drive erhRYrerwhp resPasRrltY solely for the pghnl The I sur1. l 200 for any strcthrw t. the responsibility of the wrong Dratgn.r par ANSI/TPI I Sect. I Maryland\ Height,,\ MO\63043 For is w Informatta s.e this Job's general notes page and tht web sites, /III=lull ALPMO wwa. alpYMtaconi TPI. a.w.tpinst.orgi SRCA, awwslndndustryargi IM ..wxcaafe.org MAX. SPACING 24.0' I STRONGBACK BRIDGING REC MMENDATI NS BUTT STRONGBACK BRIDGING TOGETHER 4` 0- ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE- IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE: Details 1 and 2 2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3.0') NAILS. are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON 0.148'x3') NAILS OR 4) 10d BOX/GUN attachment methods GBACK BRIDGING G REQUIREMENTS None re ulredIIraw (at center R2ales0ateh !a3rm0ateadlU4s Space rm at 10' ac ts) TH STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES i All scab -on blocks shall be a minimum 2x4 stress graded lumber,' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c. (max.) op -The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably. 'Bracing' is an important structural requirement of any floor or roof system, Refer to the Truss Design Drawing (TDD) for the bracing requirements for each IndividuaL truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information). 1 J VARNDlfdo WAD NO f010V ALL WMS ON TIQS DMVING 5 Twf ww MUISH THIS DUVM rD ALL CONTRACMRS D[S.DDING TW DISTAu2xS. T = PSF REF STRONGBACK Trash. r-q b..str.n. care 1. fabrlcntep, handUng, shipping, installing and braceho Refer tk DL PSF DATE 10/01/14followthelatestedMmofSCSIfluldbhgCoporrrhtSafetyInfornatlan, by TPI and S1CA) for so practices pHon to perforrdng these functlord. Installers chat[ provlde tenpornry bra lnp per 1 4• UHess noted otherels., top lard shall have propery attached st—twal wheathbhg and botta ATE as shall have a properly attached rigid c.lhno Loratlons shown far permanent later.[ restraint of •lPSF DRWG STRBRIBR1014 hall h.- bracing Installed per BCSI sections 33, B7 or 110, .s applicable. Apply pl.ts to each • of truss and ings 16 as swoon andar and m vo abh~st Detolls, uMrss noted otherwise. rrr /Z •• •• PSF Refertoandpsmasforstandardplots ( ^ • L Q Alpine, dlvMon of ITV Ihidng Conponents Group Inc. shall not be respons0hle for any d.vlatlm fr '••4 O \ , ••• ANTTWODMBAN1rthusdr..ing my f.R— to bad the truss In —f.—. with ANSI/TPI 1, or for h.rdung, shipping, F ••••• . LD. PSF hnat. U.tbn L bradrhg of trusses. / . 137231 Rrvehpod\ Done A seal m this dimming ar caver page Usti g this dawning. indicates ,ceptanoe p .ssi 1 ////'/ y solely far the design shown The suitability . ONAI. E, UR. FAC, 1.00 1 Sude\20p fo'' Amy rye'• is oh. r..pomElUtY of tir idYhg Desbri.r par N6I/TPI 1 See3. .` M. rylaM\Hehphts,\M01630.3 fir more Inforn.tlon see this Job'" notes PaW and these web sttsv krt4l"MMU T" A.PDE aa..a Htwtoru TPL ....tpn.t.or s1rJu ....sbatrha,so- . l Ion ...iss.f. 1Al R SPACING Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. Attach each valley to every supporting truss with: 2) 16d box (0.135' x 3,5') nails toe -nailed for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted In lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates, 3X4 12 12 Max 2X4 , X4 8-0-0 max 4X4 20-0-0 (++) Supporting trusses at 24' o.c. maximum spacing. Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better, attached with 10d box 0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with: properly attached, rated sheathing applied prior to valley truss Installation, Or Purllns at 24' o.c. or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. 0x Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. Larger spans may be built as long as the vertical height does not exceed 14'-0'. Pitched Cut Bottom Chord Valley 2X4 Valle Spacing Square Cut Stubbed Valley Bottom Chord End Detail oe-nailed Valley I I I I I I I I I I I I I P` r\ 4nL s 4X4 Optional Hip Joint Detail Partial Framing Plan ovArKSH 1 S D A10) faalAL "" rates RS DIM gRAvT * i l *' 30 40PSF REF VALLEY DETAILasatpOtTANTtisf7111091T,QS OLtV010 79 ALL C NIRACTIGtS IM]lIDO1G TIE INSfALLQtS Truss.s require ewtrane care In fabricating, haMIng, shtpphg, hstallhg and bracing, Refer to aM follow the latest edition of IICSI (hiding Carponent Safety inforrntlon, by TPI and SKA) far safety I IWATETC $ LQ 15 7 PSF DATE 10/01/2014 procdces prior to perfornbrp these functions Installers shall provide temporary brachg per 3CSI. .j y 11N.sa noted other.11 top chord shalt have property attached struct, l sheathing and bottom chord $C / qT0 10 10 PSF DRWG VAL160101014 shallhaeaproperlyattachadripldcHag. Locations shorn for permanent lateral restraint of ebs p • nI I O shall Irv. brackv installed per tCSI sections 33, 37 or 110, as appU..bL.. Apply plates to each face !r • / [' _ oftressandpoartlonasshown .Yoh. and m tn• Jobrt M4es, arse:: rotes otlxrwlse. O . i/. O.-a`O !`/ 0 0 0 PSF Refertodrastnps160A-z far at& Kim plate p tlon: G • K e-r-``; Alpb.. o chbdon of ITV holding Corporrnts Crolp Enc. stall not be responstl• fora devlo flan F J E I V ANrWCOMPANYthisdrawing, any felw to bud the truss h conf-a with ANSI/TPI 1. or for handling, shIpphp, I \.I• •I II II• r 60 55 57PSF hs4ltatlom L bred p of tr russes less dro g, hdoetes acceptance of professiorrl Asealonthistr.0v or Laver OINA f h.e solely far the shown The sltabllty and us< of eyes drawling`hf> µ11111i 1J7231 Rrverpod\Drive , O^ r y is tlr 11v PR A1m l t See2. /4 . FAC. 1.2511.3311.1511.15 Smu\ 200 Maryland\ Heights.\MO\63043 for nor• tnf—tlon see this Job's general rotes page rd thes. web srt.s, ALPINE, w—lplneww.sbn nelt—i TPb ..stphetarg, St. da,stry.ory, ICO wwwlccsaf..org 07/10/2018 SPACING 24.0' I VALLEY FRAMING & BRACING DETAIL R W Lumber Size and Grade Minumum Requirements TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. ce the Grippes for each row starting from the valloys or sleepers working Inward to the ridge board so that cripple locations are gered between rows. iTYp) innection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to ridge 416d toe -nails Cripple to rafter 4 16d toe -nails 816d face -nails Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 4 16d toe -nails Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss Ridge board to roof block 4 16d toe -nails Ridge board to truss 4 16d toe -nails Purlin to (Typ) 3 16d toe -nails Truss to blocking 4 16d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails rAnnl• to m nn a IAA tn..n.tic 1. `."'""' ".... ' ' •'rr"""' (NOT REQUIRED IF SLEEPERS ARE USED) GENERAL NOTES CRIPPLE, BRACING, & BLOCKING NOTES 13. CollarbeamtoS-)C 416dtoe-nails P rlins re i d 2'-0" O C' b f NOTE: 16d (0.162"x3.5") COMMON NAILS u qu re . .Ina Bence o plywoo s ea ing• -2x4 continuous lateral restraint (CLR) min. Is required for cripples V-a" to 10'-0" long Trusses without sheathing applied must be evaluated accordingly. nailed wf 2 -10d (0.148"x3") nails. Or 2x4'T' or scab reinforcement nailed to flat edge Purlins should overlap sheathing one truss spacing minimum. of cripple with tOd J0.128"x3.0") nails at 6" o.c. "T' or scab must be 90% of cripple length. In cases that this is Impractical, overlap sheathing a minimum Cripp es over 10'-0 long requre two CLR's or both faces wf'T' or scab. Use stress of 6", and nail upwards through sheathing into purlin with a graded lumber & box or common nails. minimum of 8.8d (0.131"x2.5") common wire nails. Marrow edge of cripple can face ridge or rafter, Effects of not providing sheathing below a valley set as long as the proper number of nails are must be evaluated by the building designer. Installed Into ridge board This drawing applies to valleys with the following conditions: -Install blocking under rafter If sleepers are not used. heels) 40'-0" or less -Install blocking under cripples If cripples fall betweenSpans (distance between Maximum valley height: 1 heel lower truss top chords and lateral bracing Is not used. Apply all calling n accordance le current NDSotherwiserequire Maximum mean roof height: 30 feet ASCE 7-05, 140 mph, Enclosed, Cat 11, Exp B,1=1.0, K:t=1.0 Nails are common wire calls unless noted otherwise Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp D. K:t=1.0 v VGr7a7 •• A) B) ••) OVARImdQ— ROAD Alm mlW ALL NOM ON THIS DiA1DG = • WWW NTH FUKSM TNa ZPAVDc To ALL rOnRACMRS Dt NW.. THE DST'--- • T— ——q,sr...t— car• h fabrlc.tbV. CFO. 7CFV. rtaLLY p w b-o - W.; t ar, TC LL 20 30 40 54 REF VALLEY FRAMING DATE 10/01 /14 and fdloe the tatest edttton of IMI CkAdhp ronporrnt safety 4Norw ..'by TPt . W Sawp r3hfot-p O TC DL 10 20 7 7 proctYar espriortoPforMw these nnctlons. installers shed pro%Ue tenpornry bracft peg IML o Hr tess notedothet;e. top chord h.0 he,. property atfch d strtr [ sheathb,p and b.S— i [ STATE OF Q1I(1II (] shell he,.. properly ott.Urd rlpY cHNp Locations shorn for pert tater*trestraht yf • aheR hew brady Ivtall. d per GCS! seetlora 23. 17 or ate. of .ppllcaLLr #40Y pl.tes to e. f of truss erd sltlon as shorn abow and on the Jobtt Detass, virss rotN otherels•. i Q BC DL 0 0 0 0 DRWG VACNV1801015 L_- Refer to draebW IiG-I for sl—ft" plate posrdb 4 n OR10'•' r`•f r er,•aa••••/`` BC LL o 0 0 0 AN M Atp a * Assn, of ITV &&&V eorponents Traq Inc shall rot be rasponme for .ry deertto l's ehD, arty fal—a to b,Atd the truss In coMor~ce eM ANSLIM 1, w for heMft, b,et.t4tbn L brodng Cti` 17 s/o a TOT. LD.30 50 47 61 of try ns. A seat on ass, 6aWQ or carer papa Urtirg this 1aeFlo, tMst.s eoceptance of profeastv,N DUR. FAC 1.25/ 1.15 ferr any ,p rporUtysol.ty t dorrsfpn afan The o.t.FLty end u. or +fats dro.b,p any sb a t/ r the itid.p D.atprrr per ANSI/T1I 1 S.e2 t1i 77E9 Ldetro.0 eme faMcy.a+otaas for Wo—w1twA +ton s.: tN• SXCAu , eve Y° `heu •b J=r AtPDEi alW+.n,coNiTL •e. yvy, ew.loaaranrp v 0(S SPACING SEE ABOVE 14'-4' ti'-A' 14'-4' 15'-8* NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND TILE ROOF RECORD COPY TINSFOR OR D ON A.F.F. 1 8 - 3 3 ,ytytp Mdn SANFORD OFPAR. REFER TO Et PACK FOR CONNECTION. TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING IrrY CM 1... ATTENTION! 146S.- art yr an...mn.r s V_ r.., HANGER CHAR REFER TO BCSI -Bl Leas nst be set tlik rp W a.ne dA = HUS 26 (S I MPSON) Tn is ., .n.pl., 7•r tnss / of .t(1. 1 L = THA 422 ( S I MPSON) batst v wmtw uh trm tm. y' Total Truss Guantity = 189. General Notes 1) Al p.dd CbW br.q IM bs OW IM V*n br 1r 4 d.d RV/ Iii1 fa b b bdd.d WW id. rp 2) N Iran b b. , RMS d- Mrw• M.L 5) Al bs •p•dh b 2C OL .f.» at.:.. d.L 4) Fr Tn Fhb 1rbf. !B-m n—m- F.ral II-b deN b. Hid i . r WW4 IS' 0G m DA Im b V ".W r. sue..r r bb—I X-b . miogrf Or d.d.a Ib— rrt b Em-0I •M1 .fYsd bo7 ddft ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 17 PSF BCLL = • PSF BCDL = 10 PSF TOTAL = 47 PSF DURATION = 1.25 x NAND SPO/TYPE- 150 MPH ENCLOSED BLDG EXPOSURE - C USAGE r RESIDENTIAL CAT D WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA RBC 2017 TPl 2014 Tw. m®bc daiEn ! cmoavn pl.= dm fw AS[.'E 7-10 rd mncimmv ddro(TaoUrmm= d Guawumv=b ihmnd.. nef<oa—ao.nmrnmitm IIOYpdld-nanL6gd4 dm m. mdcdhnmorpdm InFLOOR LOADING SCHEDULTCLL = 40PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ALL REACTIONS OVER 50000 AND UPLIFTS OVER 1000/ ARE SHOWN ON ENGINEERING. WALL ia Y 9'- 4" 20'-3/4 DfSCRIPIHON DOT. DATE u y r a.d vw rc a r m. adn r un w. LARD/ Msom DON MR. DATE CARPENTER CONTRACTORS 170— MOF AMERICA 3900 AVENUE 6 K W. WINTERHAVEN FLQII DA 33880 PH UND ( sm) 959-8806 FA). (80) 294- 2488 BUILDER TAYLOR MORRISON PROJECT THORNBROOK MODEL 2582/A CCA PROJ/MODEL/ ALT 9A8/ 9A7/26856/258MA/ 256TA ALT DESC OTC : LOT : 84 BLOCK: DESIGNER PAGE jjp 1 12 18 10 uN/ 330071L Sl 4 "= 1' VNIVEENGINEERING SC. 0 Consultants In: Geotechnical Engineering • Env. nces03GeophysicalServices • Construction MaterialsTestin • ,,,,,hold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 UES Project No: 0110.1401008.0000 Workorder No: 9404592-1 Report Date: 9/17/2018 In -Place Density Test Report Client: Taylor Morrison of Florida, Incorporated 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: -Vockv Grove Lane (Lot # 84) Material: Fill Reference Datum: 0 = Top of Fill 1 3 10 UES Technician: Sammie Edwards Date Tested: 09/17/2018 Tvae 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 Density pcf) ptimum Moisture t%t Field Dry Density pcf) Field Moisture toot Soil Compaction co) Fill Depth inch) Pass or Fail 1 North West Corner of Pad 0-1 ft 108.3 10.7 108.4 11.3 100 N/A Pas: 2 South West Corner of Pad 1-2 ft 108.3 10.7 106.4 13.2 98 N/A Pas: 3 South East Corner of Pad 1-2 ft 108.3 10.7 105.4 13.2 97 N/A Pas: 4 North East Corner of Pad 1-2 ft 108.3 10.7 106.0 10.5 98 N/A Pas: 5 Center of Pad 2-3 ft 108.3 10.7 108.1 12.0 100 N/A Pas: Remarks: At time of testing, footings had not been excavated. All tests were performed on the inside of Pad Area. Tn nrinhl:nh n m..f.. nl nmfnrf:nn f- / /n...n rr nl'r nl:nnfr #h- D..hlin -4 n.-h.nr ..11 mnn.lr - r..hm:Hnd nr ..nn F..ln nlinl mm-n.h. nl -- r/:nnfr nnrl n..Ihnn n/:nn DESCR19T!ON,.AS FURNISHED: Lot 84, THORNBROOKE PHASE 4, as recorded in Plot Book 87, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. t8 — 33 `Q TRACT J THORNBROOKE PHASE 1 P.B. 79, PCS. 3-7 OPEN SPACE/RECREATION LOT 18 00 19.80, 19.80, 29.47' LOT 84 15.7 5.00' of 5.00' 14.3' n t FORMBOARD FOUNDATION w TOP OF FORMS = 23..70' w O ahti LOT 83 O 41 * CO 5.00' h 0 0, 5.00' 21.3 47.87' 25.20' 25.20' 10' UTIL ESMT. AT 00014'55" W (B.B.) 40.00' LOT 85 P----V9L-- --pso h G ROCKY CROVT IAJV T 50' LML AND ACCESS R/W) G O 9 PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS BUILDING SETBACKS: PROPOSED DRAINAGE FLOW FRONT 25' LOT GRADING TYPE B REAR = 15' PROPOSED F.F. PER PLANS 23.7' SIDE = 5.0' SIDE CORNER = 10' PROPOSED GRADE PER CONSTRUCTION PL4N ++ LUI 4•t)oo UQJ I. LIVING 1.467 SOFT. GARAGE 455 SO. FT. ENTRY 71 SO.FT. LANAI 139 SO FT. BREEZEWAY = N/A Sn. Fr. DRIVEWAr 403 SO.•FT. A/C PAD 18 SO FT WALKWAY 68 SO. TT. IMPERVIOUS - 54.6 2,621 SO. Fr. SLID 2179 SO. Fr. 0 A A CALCULJII N5. R/W 440 SO.FT. APRON 110 SO FT SIDEWALK 200 So. FT. SOD I , I SO FT PROPOSED INFORMATION SHOWN I AREA = 5,240 SO.FF. BASED ON SUPPLIED PLAN DRIVEWAY = 513 SO.Fr. AND/OR INSTRUCTIONS PER SIDEWALK = 268 S0.F-r. CLIENT(NOT FIELD VERIFIED) SOD = 7,309 SO.Fr. CRUSEYVAfEYER-ASICOTT ASSOC, INC• - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436P' • PUT r FIELD PAL. TYP. POINT IN LINE TYPICAL NOTES. Id. IRON PIPE PJLC POINT IT REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORM Br THE FLORIDA BOARD OF IFL •IRON REM PLC POINT or COMPOUND CURVATURE PROFESSIONAL SURWl1ORS AND MAPPERS W CHAPTER SI-17 FLORI04 ADMWISIRATAT CODE PURSUANT TO SELTTON 472.027. FLORIDA STATUESU • CONCRETE NONIICENT RAM. RADIAL 2. UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGUAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. E ./RU 4596SETIR. RECOVEREDRAC. CD N.R. V.P. NON -RADIAL VTTNESS J. THIS SURVEY WAS PREPARED FROM TILE WFORINIMN FURNISHED TO THE SURVEYOR THERE MAY BE OTHER RESTRICTIONS PAL POINT OF BEGINNINGPOINTO CALL EDP13CALCULATED OR FASELENTS THAT AFFLLT THIS PROPERTY P.O.C. POINT tf' COMMENCEMENT PRlL PERMANENT REFERENCE MONUMENT 4• NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERINSE SHOWN. t CENTCRLINE FF. FINISHED FLODR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHFR ENTITY. MILD • NAIL L DISK LS.L BUILDING SETBACK LINE S. DIMENSIONS SHOWN FOR THE LOC1T70H OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT DOUNDARY LINES. RN • RIGHT-6--WAY LHLL BENCHMARK BASE BEARING SCARING 7. BEARINGS, ARE DLSED ASSUMED DATUM AND ON THE LINE SHOWN AS B.I,E REARWC (8.8.) DRAT DRIUNA;NTDRAIN. DRAINAGE a ELEVAl10N5, IF SNOWTL ARE RASED ON NATIOKLL Gl:OOETIC DATUM OF 1929. UNLESS 071YFRWISE NOTED. UTIL: UTILITY M. CERTIFICATE OF AVIHLUBZATION Nm 459e. CLFC. CHAIN UNK FENCE VIFC, • VOID FENCE C/B C..,ETE BLOCX SCALE — 1 • 20 _i DRAWN BY,• ••• P.C. POINT OF CURVATURE P.T. • PONY OF TANGENCY CERTIFIED BY.• DATE ORDER No. DESC. • DESCRIPTION R • RADIUS L • ARC LENGTH PLOT PLAN 07-26-2018 4942-18 D ETA FORMBOARD FOUNDATION/ELEVS. 09-21-2018 6442-18 c,L_ - cK'WtD BEARING NORTH THIS BUILDING/PROPERTY L70ES.NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' T GRUSEN R, R.LS. DI4714 ZONE X. MAP / 12117C 0055 F. JAMES W. SCOTT, R.LS / 4801 CITY OF SANFORD a BUILDING & FIRE PREVENTION PERMIT APPLICATION D. 33l 0ApplicationNo: ( Documented Construction Value: $ ` l'- F5. .. _ Job Address: `TtiGC. (011v. Historic District: Yes No)( Parcel ID: Residentiato Commercial L Type of Work: Newi Addition Alteration Repair Demo Change of Use Move Description of Work:'JrLS 1.1 00," U, e- al(Ar(-, V., U3.) 0, - Plan Review Contact Person: 4 J)Uy I- Title: Phone: Lk-1 F. F.a 4-1-333-385.3 Email: kyaG J,V s7rv Property Owner Information Name Phone: Street: 0 it 0 I pvt r<4c FDEO Resident of property? City, State Zip: GJ 1 - Cnontracfor Information / Name L-r _ t-t' Phone: go Z- Sg 5 - 300L Street: J31 'O TSLC7 Fax: L 0-7- /AZ :-` 3 53p' City, State Zip: t.,(I\ State License No.: Ckb— _ DL Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, 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 tat work will be done in compliance with all applicable laws regulating construction and zt g. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID . Sigp Ere ofCantractor/Agent Name y QA'u K(o)X1 t- fK Signature of No ry-State of Florida ate w CHERYL D AKERS MY COMMISSION p FF998962 o., ,. EXPIRES June 05, 2020 aa7),ga-015 FwidaNctaryscrAmcom 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 Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures 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 4DEL-AIR State Certification CAC032448 HEATING • AIR CONDITIONING Phone: (321) 397-7250 Revised Date: 12/30/2017 Job Name: 30' 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 t''" y0I/ 2j0, 2• +r_ 116 0i/r1,6:00WM 8.501 8 501 .._: r.A 2# 01111i"'= _fl.11lw t$:81035e00 Boca Grande 3.0 15.00 8.60 4/0 4,911.00 Captiva 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 3.5 15.00 8.50 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 & MD6S. For any interior kitchen hood that has a fan greater than 1,500cfms - special provisions must be made. Add $235.00 for increased range vent size if any make up air Is necessary. DEL -AIR MUST BE NOTIFIED OF ANY INTERIOR HOOD THAT IS GREATER THAN 400CFMS BEFORE ROUGH -IN. Customer Initials 11N %c 5'IATC(TR1.I It h-1'W1132JJ$ 531 l OUI.,Co \\ I -nl' i•5 ( UUI onu h•Iaii.r an CITY OF SANFORD BUILDING S FIRE PREVENTION PERMIT APPLICATION Application No: / ` I t 1 0 Documented Construction Value: $ c o Job Address::!X C'.2c (Z Historic District: Yes No Parcel II): / `% /,cc/cc r 3 Residential Commercial Type of Work: f4ew R Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name - /Ae Y'p-C 1i'S [2 Phone: Street: City, State Zip: Title: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2058 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No,: CFC1426562 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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: Si° Edition (2014) Florida Building Code Rovised: June 30, 2015 Pernik 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 properly 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. Signaturo of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature of ontra r/Agent . e r TONY MAHAFFEY Print Contractor/Agent's Name q i Signature of otary-Slate of Florida DatptttltltllrttrHp GEORGL' k Owner/ Agent is Personally Known to Me or Contractor/Agent is L Personally gkwoinAft2or Produced ID Type of ID Produccd ID Type of ID ;O , to S I ICp J 110 BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Job ACICII-OSS I'qrccl ID: Type of Work: New[2 Addition 0 Description Or Work: Phil Review contact Person: Phone: F.I.\: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION c a ti o n N o: --L23 , --:773 cr i\ Documented Construction VM0LIC: S ly"'20"O — Historic District: yes [] \ 0 R,esidential a collicnerciA Alteration Reph-D Dennon CImn2ec)fLjs,, I — 1 1 - . E] Move D Email: Property 0--,,,,nr--r Inform2tion X.1ric. --7-0nuq—(ne j-ftry-Cink I S recl- Cir\.. sinte Zip: Title: Resident of proper i-I,." - Contractor Inflormation j -E. pho:-- e: Fax: Cirt'. Star: zi-p: S12[e Lic-Eiase No.: r--flll t Nzrclel: Cite. St. Zip: C dd Information P h lm:: 1-11 x Addrclzs: L'i-. E T C) P. F C 6' D C) -I- i C (.0A*0,lNIXc; TO ()%VNER: V01 1 ? IN VC)UR VING TWICE I-0:1 I P;,DVE.IEXTS TO YOL't- C)-I-IC[7 OF N C E ! E NT -I* Fl- FAM) POSTI-1) ONTHE -10'; SHT IN-Z T-I N, -1 F VO U I EN[) -I- C) C)-, -1*.. 1 YOUN' I-I-M)EP 0.-\N A*1-1`0;CNIEY I:E 17 OPE lit.): n b,,s;:cu:-vi! fo:- v NOTICE-7 Ln addi:ion io the or 111;5 I)MMit: there m3y be Cou:id in ih_ publiC records of th.:.; cotmzy. and fliz-Ft nr.y,- tie or fedeml su'-h Ace cpz2nce oi-pLr-,n;: is uhaz I \%-Ill noiifv O!L 0!Vll 21. 01 trIL P"'Pe'—'y Of lh of Fio;i&. LiL-. 1-:! F S lit Ci:%- oi" S3n!"o.61 requires I!-'yi--i,n: Ofa p!:m ftzlrj: ji— E::,Ie Subi-nii'21. A co-, v o.*'the ex,,c I:( C. [I1. cri-, 1.3 cnic-ulait a p!an ch:!rg' zrid will be con'si._J-%. t;.,z e;:ijjj j,. n _ C011-S!,-1-60:11 V:1111' OF CIL j3b a: Tilt consmu-i-ion value will bf ba-ed on I` ICC V2h;2:;'m Tagil! in m Ur'le 1:1z' C:d ordinance shol:id cak-da:ed off i- CX--;,4 corir:nzz e.\-2,d la; a u:2 rez, :11 be appli-ol lo Pemv-': cs Eh 2 permi: i z issuf-4. I Q\N*,NER"-S AFFIDAVIT: I coi-tify that 1111 of the 111ce -irh -.111 app!inble 1.1\1 S I [- C.Tukujfi' he done in compli. t1l 1 211 %Vol-k N%-i:l COJj5t1'L!Ct il D2:: S . ot-- s M. "kV" STEPHANIE RALLO A COMMISSIOn # FF 175017J0ExpiresNovember% 2018 0.. 68'r- BWDd r1vu Ttay F U04WO19 V_ 0- a i D r o BELOW* IST, OR OFFICE USE ONLY C 0 C. S Z FU C i 10 Ni To: ..1.1 S'l F[ ("'M -1' s:: 0 i:'.. 0 .'C L: 1 1, n 1 C.\ L 0 1 G-lzL P'ocorr—1 Flood Zojj(_: r N- Sm-k: PC;-in;i: YeZ17 'N C.-C 1-17 . Y UTH i When FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: -p4 Ra 9y Street: N 59 i,oG y C r0 e Lck n e City, State, Zip: PC'J t Fi. 32771 Design Location: _T Or.) b r66 e. Envelope Leakage Test Results Single Point Test Data: HOUSE PRESSURE: !j'6"D Leakage Characteristics CFM (50): Zo 3 8 ACH(50): q' Z Builder Name: T, Gv NrrisvA Permit Office: Permit Number: ) 8 - 331 O Jurisdiction: FLOW: j g q 4 Pass 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), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with section R402.4.1.2 SIGNATURE: PRINTED NAME: 1\o Cr E Gr . 'Tr-_Y-77t DATE: Z I G 19 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/RESNET/ICC 380 to meet the 2017 residential energy code. Florida Building Code Duct Leakage Results Builder: IC+L4 I d r J — J Neighborhood: I harnb rGb ke Lot #: Address S4 City: S4'1to rD J State: Permit #: $ - 33 16 Square Footage: Z 58 Z Stage of Construction for Test Rough in with Air Handler F Rough in no Air Handler Post Construction Duct Leakage Test Results: I 1 Duct Leakage percent requirement: % System CFM25 Square Footage Duct Leakage CFM/100s ft. Location Pass or Fail 1 34. U 011 I rtr? y r ASS 2 Zf5l9 L o errdr 01-5 3 4 y, 9 Zs 97- e 5 Fail Rating Company: SkYeTec® Inspection Date: Z/& / 14 Rater Name: -wnbert ig Gna , 7, X 77 o 9 U Rater Signature: L elm The Energy Code Experts 9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904.482.4000 i 1.866.SKYETEC www.SkyeTec.com a S ele