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467 Rocky Grove Ln 18-3184; NEW SFH0COUNTYOFSEMINOLEJK- 3 / IMPACT FEE STATEMENT STATEMENT NUMBER: 18100006 DATE: August 02, 2018 ( BUILDING APPLICATION #: 18-10000664 3 S / T ca BUILDING PERMIT NUMBER: 18-10000664 UNIT ADDRESS: ROCKY GROVE LANE 467 21-19-30-510-0000-0820 TRAFFIC ZONE:022 JURISDICTION: 1 SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 467 ROCKY GROVE LANE / THORNBROOKE PHASE 4 / SFR FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Familyy ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 Singgle Family N/A Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housingg 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD Housing 51000.00 1.000 dwl unit 51000.00PARKSN/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 THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL p ISSUANCE OF A BUILDING PERMIT. \ /\ PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR ODAYSOFTHEDATEABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEWMUSTMEETTHEOFTHE COPIES OF RULES EGOVERNING SAPPEALS MAY NBE PICKED UP, OREREQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Parcel ID Number Z j-19-30-51O-0000-a'Z 0 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. tt 1111111111 IIIII tllll Iltll IIII Ittl GRANT 11ALOY, SE11INOLE COUNTY C:LERI; OF C:T1CUIT COURT t, COMPTROLLERBK9178Fs661 (1FsCLERK'S t 20flOE462ssi RECORDED 07/23/2013 10: 24: J3 AllRECORDINGFEES $10.00 RECORDED BY hdevore The undersigned hereby gives notice that improvements will be made to ce am real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided iq this Notice of Commencement. I. Description of property : Legal Description Addresses : LOT Thornbrooke Phase 4 . acc Plat Bool8f , Page70-7J of the Florjd . - 7 ' / U fi 2. General description of improvements : Single Family Home 3. Owner information : 4. Fee Simple Title Holder: N.A. 5. Contractor name and address Name Taylor Morrison of Address 2600 Lake Lucien I Name Taylor Morrison of Address 2600 Lake Lucien I 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon 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 in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the ds ig to the plat thereof, as recorded in is records of Seminole County, 67%1- Sanford FL is Inc. Suite 350, Maitland, FL 32751 is Inc. Suite 350, Maitland, FL 32751 notices or other documents may copy of the Lienor's Notice as provided of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRAT ON OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 7 3.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A N01 ICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YO J INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUF NOTICE OF COMMENCEMENT. 11. Date Signed : 0 Signature of Owner's Agent: _ J Sworn to and subscribed before me this by John Asa Wright who Notary Public DA Clark My commission expires: 6/27/19 Serial No. FF 209108 Notary Signature: AN Verification pursuant to Section 92.525, Florida Statutes. Under penalties foregoing and that the facts stated in it are true to the best of my knowledl CO Lsa Wright pilvir S Morrison of Florid. Y Ily known to me. t, N'y' al: f perjury, I declare that I have read the c.._ ind belief. 3 .. •• +.._ cc CITY OF SANFORD BUILDING & FIRE PREVENTION D U PERMIT APPLICATION p Application No: 61 a' W' r Documented Construction Value: $ 52 6 Job Address: Historic District: Yes No 0 Parcel ID: .,,aj-19-30-510-0000-682 0 Residential [) Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE !-(- LOT NUMBER: -2- Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daT( Perm itsPerm itsPermits.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: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: NIA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current 1CC 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. X--- Si ture of owner/Agent Date TAYLOR MORRISON OFF RIDA INC Print Owner/Agent's Name / L Signature of Notary -State gp&la Date Si ature of Contractor/Agent Date JOHN ASA WRIGH Print Contractor/Agent's Signature o -State of Florida Date D. A CLARK r v * * MY COMMISSION 0 FF 209108 0. A. CLARK EXPIRES: June 27, 2019 MY COMMISSION 0 FF 208108 . g g pyNry 6orvlspOwner/Agent is yE Peeg nt f;Wa pit, 2019 Contract PlAgent is Y t Personally Known to Me or Produced ID N/A Type a BottQedTENeudO Notrrys nk Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building® Electrical a Mechanical® Plumbing[ Gas[] Roof Construction Type: Pj Occupancy Use: 23 Flood Zone: A Total Sq Ft of Bldg: kg Min. Occupancy Load: New Construction: Electric - # of Amps 0 Fire Sprinkler Permit: Yes NCO' # of Heads APPROVALS: ZONING: UTILITIES: pl- ENGINEERING: vLr,-C. 8-6-193 FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. 4 h p S145', q , ,2 Sy 6 J /se l -7 # of Stories: Z Plumbing - # of Fixtures, 21 Fire Alarm Permit: Yes No o WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD s JU r ;; ';i` BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ IR46o Job Address: Historic District: Yes No Parcel ED: .,,qj-19-30-W-0000-0d 0 Residential 5 Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNFRROOK PHASF 4 LOT NUMBER: <,72- 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: 407-257-6940 Street: 151 SOUTHHALL LANE #200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 NO Name: Street: City, St, Zip: Bonding Company: N/A Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. k Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) nlorida 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 wil I 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. A4- 7174 (Y Si lure of Owner/Agent Date TAYLOR MORRISON OF FIORIDA INC Print Owner/Agent's Name / O Signature of Notary -State 0a Date Ir& /-" = - 2,dc.r 106ature of Contractor/Agent Date JOHN ASA WRIGH Print Contractor/Agent's Signature o -State of Florida Date r rrr * * MY COMMISSION OFF 2MI08 D. A CUM EXPIRES: June 27, 2019 Owner/ Agent is YFS PensMy ISSI 0FF209Ioe ' Nohry6errk Produced ID TNc 2019 Contract P/gent is ersonal y Known to Me or N/ A yptsa,aeeft6V$)d scorer 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, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: lf 7-,?7 WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SJ NFORD 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: 467 Rocky Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-0820 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: FE-1 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 The parcel is not in the: W floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-3184 Reviewed by: Michael Cash, CFM Date: August 6, 2018 Application for Right -of -Way Use for Driveway, Walkway & Landscape 11 Department of Planning dr Development Services1877 300 North Park Avenue, Sanford, Florida 32771www.senroran.pov 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 andtiothe attached construction plans approved as part of this permit. It does not approve any work within any other jurisdicn's right- of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and 15. locationoftheexistingright—of-way and use shall be provided or application could be delayed. 0 ttro,. below. Call811 before xroroyou alp. 1. Project Location/Address: 1% rvL 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date C e ,/ Coompletion Date Emergency Repairs 4. Brief Description of Work: 091 M^Y AX AIA &5A This application is su m' by: Property Owner. p Signature: Print Name: QVf_ Y,/&M,O/V hT/ t 5 Address: 44NE / /(%4 Phone: 7--'j-(, Q4 Q Fax- _ O Q hne _ Amami 1> i 1Yi Date: o Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stonnwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee, shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are in the public dghtof-way. If the Requestor does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the dghtof-way to its previous condition, the City shall, after appropriate notioe, restore the area to its previous condition at the Requestor•s 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 councllpersons, 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 attorneys 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 u land the above statement and by signing this application I agree to its terms. 1 hereby understand and a pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 640124 hours In advance to schedule a pre -pour Inspection. Pre - pour Inspection by: Date: floiru Pp. o.:>...::. ... Re fewedi° n..,. s> 7ate w, .. _ :..... :. a>: f r:..:}:.. ...,,........ ..............:.:: ::.:,.. s:' eclat. , errnit.0 ndi to ' otns Septemoer 2010 ROW Use Driveway.pol DESCRIPTION AS FURNISHED: Lot 82, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED 7-0 Taylor Morrison of Florida, Inc. TRACT J OPEN SPACE/RECREATION N 00014'55" W 40.00' 19.80' 19.80' 5.00' 15.7 ( 0 COVERED V PATIO 14.3' LOT 8,2 N PROPOSED RESIDENCE MODEL: ANASTASIA 2 CAR GARAGE RIGHT O OO LOT 81 Lp CID 5.00' S. 0 " sib ENTRY 21.3' 5 16' DRIVE 1 25.20 5.20' 70' UTIL. ESMT. OPIC--4--j919.26----- 92 5.00' 5.00' LOT 83 ti WALK DRAIN INLET AS CURB SCALED FROM N 00014 '55 " W DRAINAGE PLANS 40.00" ROCKY U V' LAND' 50' UTILITY AND ACCESS R/W) C3 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 = 23.5' ++ SIDE = 5.0' SIDE CORNER = 10 PROPOSED GRADE PER CONSTRUCTION PLAN + LVI = 4,000 Du.F 1. LIVING = 7,467 SO Ff. GARAGE = 455 SO.r. r. ENTRY = 71 SOFT LANAI = 139 SO rT BREEZEWAY = N/A SO. FT. DRIVEWAY = 403 so.FI. A/C PAD = 18 SO FT. WALKWAY = 70 SO.FI. IMPERVIOUS = 54.6 2,622 SO.I-T. SOD = 2.178 SOJ-7. R/W 440 SOFT APRON 114 SO FT PLOT PLAN ONLY' SIDEWALK 200 so FT NOT A SURVEY) SOD 126 so.F r_ PROPOSED INFORMATION SHOWN AREA = 5,240 SO.FI BASED ON SUPPLIED PLAN DRIVEWAY = 517 SO.F'I. AND R INSTRUCTIONS PER SIDEWALK = 270 50.FT CLIENT NOT FIELD VERIFIED SOD = 2,304 SO.Ff. CR US'EiVAIE YEIR - ASCOTT ASSOC, INC. - LAND ASUR VTI YORIS' LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 1436 PLAT POL. POINT ON LINO NOTES: rIP FIELDIRON PIPE TYP. PAL. TYPICALPOINTOF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS ME STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF IRON ROD PLL. POINT OF CONPOUND CURVATURE PROFESSIONAL SURVEYORS AND.MAPPERS IN CHAPTER •.AI-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUESCR. CX CONCREI[ MONUMENT RAD. RADIAL 2. UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. SET III lit' IP../-LD 4596 NA. NON -RADIAL 3, THIS SURVEY WAS PREPARED FROM 7111E INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS FCC. RECOVERED Vr. CALC. VI TNESS POINT CALCULATED OR E4SFMENT3 THAT AFFECT THIS PROPERTY. P.U.D. P.I1 C. POINT OF YCGINNING POINT OF C0 MENCEMEN7 PAX PERMANENT REFERCNCE MONUMENT 4 NO UNDERGROUND •IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN T CEII7E RLI11[ FF. FINISHED FLOUR ELEVATION 5. THIS SURVEY IS PREPARED FOR vic SOLE BENEFIT OF MOSS umnnEO TO AND SHOULD NOT BE RCUCD UPON BY ANY OTHER ENTITY. Iu.O NAIL L DISY Sr_. UILDING SETSACK LINE 6. DIMENSION' SHOWN FOR THE LOr4rON OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES R/V RIGI,7-Or-.AY IX IIENCHMARK 7 BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB) ' ESMT. CASEMENT N.D. SASE REARING 6. ELEVATIONS, IF SHOWN, ARE BASED ON IIATIONAL GEODETIC DATUM OF 1929, UNLESS OTHERWISE NOTED. DRAINUTIL. DRAINAGEUIILITY 0. CERTIFICATE OF AUTIIOR17ABON No 4595 ' CL. T'C. CHAIN LIN,. rENCL VDFC. COD FENCE CONCREIE BLUE, SCALE — 1' - 20 — DRAWN BY: CP POINT Dr CURVATURE PUIN7 OF TANGENCY CERTIFIED BY' DATE ORDER No DI.'LR DESCRIPTION RADIUS PLOT PUN 06-27-2018 4296- 18 L ARC LENGTH D CDEL 7A CHORDC D CHORD SEARING NORTH THIS BUILDING/PROPERTY DOES. NOT UE WITHIN M THEESTABLISHED100YEARFLOODPLANEASPER •FlRM• CRUSEN R, R.C.S. 11114 CONE X- MAP I 12117C 0055 F W SCOTT, R. L.S / 4801 DESCRIPTION AS FURNISHED: Lot 82, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 chr•u 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO Taylor Morrison of Florida, Inc. TRACT J OPEN SPACE/RECREATION N 00014'55" W 40.00' 5.00' t19. 80' l 19.80' 15.7 COVERED V PATIO 5.00' 14.3' LOT 82 Nu-) PROPOSED RESIDENCE MODEL: ANASTASIA 2 CAR GARAGE RIGHT p O 0 OOO LOT 81 ' N L0 O LOT 83 ti to S.O' co 5.00' ENTRY 21.3' 5.00' 16' DRIVELl — 25.20 5.20' / 10' UTIL. ESMT F /G Ps--A--19B.26-----4 1 1 1 1 g-•- - - WALK DRAIN INLET AS CURB SCALED FROM N 00R14 '55 " W DRAINAGE PLANS 40.00' ROCKY CROVT LAND' 50' UTILITY AND ACCESS R/W) QQOh O Q 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 = 23.5' ++ SIDE = 5.0' SIDE CORNER = 10 PROPOSED GRADE PER CONSTRUCTION PLAN + LOT = 4,800 LIVING = 1,467 GARAGE = 455 ENTRY = 71 LANAI = 139 BREEZEWAY = N/A DRIVEWAY = 403 A/C PAD = 18 WALKWAY = 70 IMPERVIOUS = 54.5 2.622 SOD = 2 17R R/W = 440 APRON = 114 PLOT PLAN ONLY' SIDEWALK = 200 NOT A SURVEY) SOD 126 S0. FI S0. FT. S0. FT. so Fr. SO. FT SOFT So. FI. so. Fr. so F-I. 1TIONS. so. Fr. SO FT so FT PROPOSED INFORMATION SHOWN AREA = 5.240 SOF! BASED ON SUPPLIED PLAN DRIVEWAY = 517 SO.F! AND/ OR INSTRUCTIONS PER SIDEWALK = 270 SO.FT CLIENT NOT FIELD VERIFIED SOD = 2,304 SO.F7. CRUSENMEYE' R-SCOTT ASSOC, INC. - LAND SURVTIYORS LEGEND - LEGEND - 5400 E. COLONIAL OR. OR1.4ND0, FL. 32807 (407)-277-3232 FAX (407)-658- 1436 P PLAT PLL. POINT ON LINE NOTES: f IPFIELD IRONPIPE TTP. PRE. TYPICAL POINTOrREVERSE CURVATURE 1. THE UNDERSIGNED DOES HERESY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY ME FLORIDA BOARD OF iF. IRON ROD PGC. POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISMTVE CODE PURSUANT ro SECTION 17I.027. FLORIDA STATUES CY. MONUMENT COHEREICMONUMENTRAD. RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. SCI I.R. 1/2, IR. 4596 MR. NON -RADIAL 3 THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE DINER RESTRICTIONS FCC. RECOVERED VP. CALC. VITNCSS POINT CALCULATED OR EASEMENTS THAT AFT'-'CT.MIS PROPERTY. PAI R. PNC. PEII Or HE INIIING PDINI Of [OMMCI CEMENT IRx PERMANENT REFERENCE MONUMENT I, NO UNDERGROUND IMPROVEMENTS HAVE BEEN ROUTED UNLESS OTHERWISE SHOWN. I CEIITL'RLINE rr FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR TIRE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BC RCUED UPON BY ANY OTHER ENTITY. I+ 6U NAIL L DISY I.SL. BUILDING SETIACK LINE 6 DIMENSIONS SHOWN FOR,THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINCS. Rry NIGIH-Or-VAT IH. 1ENCMMARK DFARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (e.g.) CSMI. CASENENI I.I. RASE REARING B. ELEVATIONS. IF SHOWN, ARE BASED ON NATIONAL GEODETIC DATUM Or 1929. UNLESS OTHERWISE NOTED. BRAIN, UIIL. DRAINAGE UI ILITY 9 CERTIFICATE OF AUTHORIZATION No. 4596 CL rC. CHAIN LINK rENCC vDrE. C/B VOOD FENCE COIICRCTE BLOCK SCALE I--•— 1• - 20 — DRAWN BY. ••• PC, P,T. POINT OF CUR VAIURC POINT OF TANGENCY CERTIFIED BY DATE ORDER No. CI. SC. RDESCRIPTION RADIUS PLOT PLAN 06-27-2018 4296-18 L ARC LENGTH U DELTA C CR CHORD CHORDDEARING NORTH THIS BUILDING/PROPERTY OOES.NOT LIE WITHIN •d,'.- THE ESTABLISHED T00 YEAR FLOOD PLANE AS PER "FIRM• M CRUSEN ER, R.S.714 LONE • X" MAP / 12117C 0055 F W. SCOTT, R.L.S 1 4801 SCPA Parcel View: 21-19-30-510-0000-0820 http://parceidetai I.scpafl.org/ParcelDetaillnfo.aspx?PID=2119305100... 0 CIA gall scvac amom,, cwwox Parcel Information Propedy Record Card Parcel: 21-19-30-510-0000-0820 Property Address: 467 ROCKY GROVE LN SANFORD, FL 32771 Value Summary - Parcel 21-19-30-510-0000-0820 Owners) TAYLOR MORRISON OF FL INC Property Address 467 ROCKY GROVE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax District S7-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 120 CD 82 120 Q_ Seminole County GIS Legal Description LOT 82 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 40,000 26,050 Land Value Ag Just/Market Value " 40,000 26,050 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 12,784 P&G Adj 0 0 Assessed Value 40,000 13,266 Tax Amount without SOH: $336.00 2017 Tax Bill Amount $336.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 40,000 0 40.000 Schools 40,000 0 40,000 City Sanford 40,000 0 40,000 SJWM(Saint Johns Water Management) 40,000 0 40.000 County Bonds 40,000 0 40,000 Sales DFescription Date Book Page Amount Qualified Vac/Imp Ii No Sales I Find Comparable Sales Land - -- ---- ------ — -- - - -- Method Frontage Depth Units Units Price Land Value LOT 1 $40.000.00 $40,000 J Building Information Permits Permit # Descriotion Aaencv Amount CO Date Permit Date 1 1 of 2 7/22/2018, 8:43 PM 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 A rl rl rPcc ELECTRICAI: •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 Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Protect Name: Lot82ThombrokeAnaslasiaCGRW Street: 467 Rocky Grove Lane Builder Name: Taylor M rri9son Permit Office: 0U1t DING, City, Slate, Zip: Sanford , FL , 32771 Permit Number. 4 g _ 3 1 6 4 SAivFC.RD Owner: Jurisdiction: 1510 Design Location FL, Orlando County:: Seminole (Florida Climate Zone 2 ) O l_zRTO 1 New construction or existing New (From Plans) 9. Wall Types (3145.8 sgft.) 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=11.0 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 (ft') 0 c. R= f 11. Ducts ftRft' 7. Windows(360.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 a. U-Factor: Dbl, U=0.34 296.31 ft' b Sup: Attic, Rel- 2nd Floor, AH: 2nd Floor 6 223 SHGC: SHGC=O 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 Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth- 3.333 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallonsEF: 8. Floor Types (2582.0 sqft ) Insulation Area 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: 0.140 Total Proposed Modified Loads: 64.40 PASSTotalBaselineLoads: 76.74 1 hereby certify that the plans and specifications covered by Review of the plans and S742, this calculation are in compliance with the Florida Energy specifications covered by this Ot f4E Code. - calculation indicates compliance,,; OwiththeFloridaEnergyCode. fill „ PREPARED BY: Before construction is completed DATE: - _ __6/29/_1.8 -_ ___ ___ __ this building will be inspected for compliance with Section 553.908 ff I hereby certify that this building, as designed, is in compliance Florida Statutes. CODwiththeFloridaEnergyCode. WE V OWNER/AG BUILDING OFFICIAL: DATE: 'J / -- - - -- - DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 6/29/2018 2:26 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot82ThornbrokeAnaslasiaC 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. 467 Rocky Grove Lane Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, Slate, Zip. Sanford , Family Type: Single-family FL , 32771 New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, 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 InfiilID Finished Cooled Heated 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' 0.38 0 0.62 3 Floor Over Other Space 2nd Floor ---- ---- 1102 ft' 0 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emilt Deck Pilch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1655 ft' 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' Y N 6/29/2018 2:26 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) 1st Floor 30 Batt 27 ft' 0.11 Wood 2 Under Attic (Vented) 1st Floor 38 Blown 13 ft' Oil Wood 3 Under Attic (Vented) 2nd Floor 38 Blown 1469 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To- Wall Type Space R_Value-Et-In-Et-In Area- R-Value__ Fraction_ _ Absor.. Grade%- 1 S Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft' 0 0.23 0.6 0 2 S Exterior Concrete Block - Int Insul 1st Floor 11 54 6 9 4 508.7 ft' 0 0 06 0 3 E Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0.23 06 0 4 E Exterior Concrete Block - Int Insul 1st Floor 11 30 0 9 4 280.0 ft' 0 0 0.6 0 5 N Exterior Fralne - Wood 2nd Floor 13 54 6 9 0 490.5 ft' 0 0.23 0.6 0 6 N Exterior Concrete Block - Int Insul 1st Floor 11 53 0 9 4 494.7 ft' 0 0 0.6 0 7 NW Exterior Concrete Block - Int Insul 1st Floor 11 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 11 5 6 9 4 51.3 ft' 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 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 S 1 Vinyl Low-E Double Yes 0.34 031 N 30.0 ft' 1 It 0 in 1 ft 0 in Drapes/blinds Exterior 5 2 S 2 Vinyl Low-E Double Yes 034 031 N 38.5 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 3 E 3 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 4 E 3 Vinyl Low-E Double Yes 0.34 031 N 40.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 E 4 Metal Low-E Double Yes 0.58 0.32 N 64.0 ft' 10 ft 8 in 0 ft 0 in None None 6 E 4 Vinyl Low-E Double Yes 0.34 0.31 N 578 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 7 N 5 Vinyl Low-E Double Yes 0.34 0.31 N 6.0 ft' 1 ft 0 in 1 It 0 in Drapes/blinds Exterior 5 8 N 5 Vinyl Low-E Double Yes 0.34 0.31 N 15.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 9 N 6 Vinyl Low-E Double Yes 034 0.31 N 5.0 ft' 1 ft 0 in 11 It 8 in Drapes/blinds Exterior 5 10 N 6 Vinyl Low-E Double Yes 034 0.31 N 19.3 ft' 1 ft 0 in 11 118 in Drapes/blinds Exterior 5 11 NW 7 Vinyl Low-E Double Yes 0.34 0.31 N 24.7 ft' 10 ft 0 in 0 ft 4 in Drapes/blinds None 12 W 8 Vinyl Low-E Double Yes 034 031 N 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 6/29/2018 2 26 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE 1 Floor Area Ceiling Area 455 ft2 455 ft2 Exposed Wall Perimeter Avg Wall Height Exposed Wall Insulation 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 Heal Pump/ Split Split HSPF:8.4999 21 8 kBlu/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 0.95 50 gal 55.1 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 1 2 Supply ---- Location R-Value Area Attic 6 293.4 ft Attic 6 223 ft2 Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF Attic 73.35 ft Default Leakage 2nd Floor (Default) (Default) 2nd Floor 55.75 ft Default Leakage 2nd Floor (Default) (Default) HVAC # Heat Cool 1 1 2 2 6/29/2018 2:26 PM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingfj 1j Jan fXl Jan ff 11 Feb X1 Feb r Mar fX Mar i` 1 A r f 1 APr f j Ma 1 May fX1 Jun f 1 Jun fX1 Jul 1 1 Jul AuIXIXj Au Se Sep Oct Oct Nov Nov DeHeatinDec Venlin Jan j Feb X Mar X] t A r [ Ma Jun Jul Aug Se 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 6/29/2018 2:26 PM EnergyGaugeO 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* = 84 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5 Is this a worst case? 6 Conditioned floor area (ft') 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b. U-Factor. Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) 467 Rocky Grove Lane, Sanford, FL, 32771 New (From Plans) 9. Wall Types Insulation Single-family a. Frame - Wood, Exterior R=13.0 b. Concrete Block - Int Insul, Exterior R=11.0 1 c. Frame - Wood, Adjacent R=13.0 4 d. N/A R= 10. Ceiling Types Insulation No a. Under Attic (Vented) R=38.0 2582 b. Knee Wall (Vented) R=30.0 c. N/A R= Area 296 31 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor b Sup: Attic, Ret: 2nd Floor, AH. 2nd Floor 64.00 ft' ft' 3 333 ft. 0.312 Insulation Area R=0.0 1467.00 ft' R=0.0 1102.00 ft' R= 13.00 ft' 12. Cooling systems a. Central Unit b Central Unit 13 Heating systems a. Electric Heat Pump b. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Area 1521.00 ft' 1380.60 ft' 244.22 ft' ft' Area 1482.00 ft' 27.00 ft' ft2 R ft' 6 2934 6 223 kBtu/hr Efficiency 25.2 SEER:16.00 25.2 SEER:16.00 kBtu/hr Efficiency 21.8 HSPF•8.50 21.8 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat TtIE yS? gTFO. n a l;7 a a r , n C00 WE C JSS 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. 6/ 29/2018 2:27 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 1' DEL -AIR Manual S Compliance Report IUMMO - AM CONUIT10N1N0 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 467 Rocky Grove Lane, Sanford, FL 32771 Design Conditions Job: Lot82ThornbrokeAnasta... Date: 6/29/18 By: JA Outdoor design DB: 92.50F Sensible gain: 18629 Btuh Entering coil DB: 76.5°F Outdoor design WB: 76.30F Latent gain: 3465 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 22094 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 102% 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: 19744 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 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5.8 kW 100% of load Temp. rise: 58 OF Meets all requirements of ACCA Manual S. i wr gF>tt_soft^ 2018-Jun-29 14,17:58 M Right -Suite® Universal 2018 18 0.13 RSU24011 Page t C.eAnastasiaCGRW\Lol82ThornbrokeAnastasiaCGRW.rup Calc = MJ8 House laces: W 1 DEL -AIR Manual S Compliance Report t trmo • w CONI1RItIMNs 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 467 Rocky Grove Lane, Sanford, FL 32771 Job: Lot82ThombrokeAnasta... Date: 6/29/18 By: JA Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 16191 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: 19116 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Actual airflow: 840 cfm Sensible capacity: 17945 Btuh Latent capacity: 3020 Btuh Total capacity: 20965 Btuh Design Conditions Outdoor design DB: 41.7°F Indoor design DB: 70.0°F Model: 14H PX-024-230-19+C BA27U H E-024-230'++TD R 111% of load 103% of load 110% of load SHR: 86% Heat loss: 13340 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Entering coil DB: 69.0°F 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. Wright5Oft- 2018-Jun-2914:17.58 y,'` ..,.... ti ,.,_ Right-Suile® Universal 2018 18.0.13 RSU24011 Page 2 14CC' g eAnaslasiaCGRW\Lo182ThornbrokeAnaslasiaCGRW.rup Calc = MJB House laces w 1" DEL -AIR Component ConstructionsP trtninte•atBcorrnrrrut+nre 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: Lot82ThornbrokeAnasta... Date: 6/29/18 By: JA Project• For: Taylor Morrison 467 Rocky Grove Lane, Sanford, FL 32771 Design Conditions Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference gr/lb) 1.5 46.4 Dry bulb (IF) 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 Ll-value Insul R Htg HTM Loss Clg HTM Gain fl' BNh/M-'F ft'-'FBluh BNh/ft' Btu Stuh/fl' Bluh Walls 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 470 0.091 13.0 2.58 1209 2.34 1100 fnsh, 2"x4" wood firm, 16" o.c. stud a 200 0.091 13.0 2.58 515 2.34 469 s 461 0.091 13.0 2.58 1186 2.34 1079 w 240 0.091 13.0 2.58 618 2.34 562 all 1370 0.091 13.0 2.58 3528 2.34 3210 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 470 0.201 0 5.69 2675 4.35 2046 board int fnsh a 158 0.201 0 5.69 897 4.35 686 s 470 0.201 0 5.69 2671 4.35 2044 w 51 0.201 0 5.69 292 4.35 223 nw 22 0.201 0 5.69 122 4.35 94 all 1170 0.201 0 5.69 6657 4.35 5093 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 Insh, 2"x4" 223 0.091 13.0 2.58 575 1.44 322 wood firm, 16" o.c. stud Windows 2A-2ov- 2 glazing, clr low-e outr, air gas, vnl firm mat, cir innr, 1/4" gap, n 6 0.340 0 9.62 58 10.6 63 1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It overhang (3 It window ht, 1 It sep.); 6.67 ft head ht 2A-2ov- 2 glazing, clr low-e outr, air gas, vnl Irm mat, Or innr, 1/4" gap, n 15 0.340 0 9.62 144 10.6 159 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It a 30 0.340 0 9.62 289 30.4 911 overhang (5 It window ht, 1 It sep.); 6.67 ft head ht a 40 0.340 0 9.62 385 30.4 1214 s 30 0.340 0 9.62 289 10.8 323 w 30 0.340 0 9.62 289 30.4 911 all 145 0.340 0 9.62 1395 24.3 3518 2A-2ov: 2 glazing, clr low-e ouir, air gas, vni frm mat, clr innr, 1/4" gap, n 5 0.340 0 9.62 48 10.6 53 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium; 1 It overhang (3.17 it window ht, 11.67 It sep.); 6.67 It head ht Fp- wrightsc3ft- 2018-Jun-29 14 17 58 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 ACCA...eAnastasiaCGRW\Lol82ThornbrokeAnastasiaCGRW.rup Calc = MJ8 House laces: W 2A-2ov- 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, n 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 2A-2omd 2 glazing, clr low-e outr, air gas, mil no brk frm mat, clr innr, a 64 0.580 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, a 58 0.340 1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft s 39 0.340 overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht all 97 0.340 IOC-v: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, nw 25 0.340 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 10 ft overhang (8 ft window ht, 0.33 It sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type n 21 0.390 Ceilings 16CR-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-ipl: Bg floor, light dry soil, on grade depth 148 0.989 0 9.62 185 10.6 204 0 16.4 1050 16.8 1078 0 9.62 561 30.4 1769 0 9.62 374 12.2 472 0 9.62 935 23.1 2241 0 9.62 237 16.0 395 0 11.0 228 12.0 248 38.0 0.74 1091 1.15 1706 19.0 1.41 18 0.71 9 0 28.0 4140 0 0 w r ig h is oft- 2018-Jun-29 14 17, 58 Right-Suile® Universal 2018 18 0 13 RSU24011 Page 2 4CCA.eAnastasiaCGRWkLol82ThornbrokeAnastasiaCGRW rup Calc = MJ8 House laces W 1 DEL -AIR Component Constructions Job: Lot82ThornbrokeAnasta... P Date: 6/29/18 IIE1=111 • AIR CONU MNU1O 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 467 Rocky Grove Lane, Sanford, FL 32771 Location: Orlando Intl AP, FL, US Elevation: 95 It Latitude: 280N Outdoor: Heating Cooling Dry bulb (OF) 42 93 Daily range (OF) - 17 ( M ) Wet bulb (OF) - 76 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Moisture difference (gr/lb) Infiltration: Method Construction quality Fireplaces Heating 70 28 30 1.5 Simplified Average 0 Cooling 75 18 50 46.4 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain 02 BNh/fl'-•F fl'-'F/Btuh BWh/ft' Btu BNh/fl' Btu Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 470 0.201 0 5.69 2675 4.35 2046 board int fnsh a 158 0.201 0 5.69 897 4.35 686 s 470 0.201 0 5.69 2671 4.35 2044 w 51 0.201 0 5.69 292 4.35 223 nw 22 0.201 0 5.69 122 4.35 94 all 1170 0.201 0 5.69 6657 4.35 5093 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: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 223 0.091 13.0 2.58 575 1.44 322 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low-e oulr, air gas, vnl frm mat, clr innr, 1/4" gap, n 5 0.340 0 9.62 48 10.6 53 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, in 19 0.340 0 9.62 185 10.6 204 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 2A-2omd: 2 glazing, clr low-e outr, air gas, mll no brk frm mat, clr innr, a 64 0 580 0 16.4 1050 16.8 1078 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.32); 10.67 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2ov- 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, a 58 0.340 0 9.62 561 30.4 1769 1/8" thk; NFRC rated (SHGC=O 31); 50% drapes, medium; 1 ft s 39 0.340 0 9.62 374 12.2 472 overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht all 97 0.340 0 9.62 935 23.1 2241 1OC-v: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, nw 25 0.340 0 9.62 237 16.0 395 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 10 ft overhang (8 It window ht, 0.33 ft sep.), 6.67 ft head ht Doors 11 DO: Door, wd sc type n 21 0.390 0 11.0 228 12.0 248 w r ig h tsoft- 2018-Jun-29 14 17.58 Right-Suile® Universal 2018 18 0 13 RSU24011 Page 3 eAnaslasiaCGRW\L0182ThornbrokeAnaslasiaCGRW.rup Calc - MJB House laces. W Ceilings 16CR-38ad: Attic ceiling, asphalt shingles root mat, r-38 ceil ins, 1/2" 13 0.026 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 148 0.989 wrightsoft- r.. Right -Suite® Universal 2018 18.0.13 RSU24011 eAnastasiaCGRW1Lot82ThornbrokeAnastasiaCGRW rup Calc = MJ8 House laces: W 38.0 0.74 10 1.15 15 0 28.0 4140 0 0 2018-Jun-29 14:17:58 Page 4 DEL --AIR Component Constructions Job: Lot82ThombrokeAnasta... P Date: 6/29/18 HUT1N0 • Ml COHOn1M010 ahu 2 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax, 407-333-3853 Web WWW.DEL-AIR COM For: Taylor Morrison 467 Rocky Grove Lane, Sanford, FL 32771 Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls 12C-Osw: Frm wall, stucco exl, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Partitions none) Or Area U-value fl' BNh/fl'-•F n 470 0.091 e 200 0.091 s 461 0.091 w 240 0.091 all 1370 0.091 Windows 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=O 31); 50% drapes, medium; 1 It overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e overhang (5 It window ht, 1 It sep.); 6.67 ft head ht e s w all Doors none) Ceilings 16CR-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int fnsh Floors 20P-191: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 6 0.340 Insul R Htg HTM Loss Clg HTM Gain 111-'F/Bluh BtuhM' Btu MOM BNh 13.0 2.58 1209 2.34 1100 13.0 2.58 515 2.34 469 13.0 2.58 1186 2.34 1079 13.0 2.58 618 2.34 562 13.0 2.58 3528 2.34 3210 0 9.62 58 10.6 63 15 0.340 0 9.62 144 10.6 159 30 0.340 0 9.62 289 30.4 911 40 0.340 0 9.62 385 30.4 1214 30 0.340 0 9.62 289 10.8 323 30 0.340 0 9.62 289 30.4 911 145 0.340 0 9.62 1395 24.3 3518 1469 0.026 38.0 0.74 1081 1.15 1690 13 0.050 19.0 1.41 18 0.71 9 wrightsoft- 2018-Jun-2914.17:58 Right -Suite® Universal 2018 18 0.13 RSU24011 Page 5 Cp...eAnastasiaCGRW\Lot82ThornbrokeAnastasiaCGRW.rup Calc = MJ8 House laces. W 1 DEL -AIR Project Summary Job: Lot82ThornbrokeAnasta... 1 7 Date: 6/29118 tIuurntc- AIR 001iDITIINING 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 467 Rocky Grove Lane, Sanford, FL 32771 Notes: 6/4/2014 FJF RVSD 2/1/16 JA LS 3/8/16 LS 6/21/16 JA Desi-qn Information LS 9/1/17 A LS 3/24/ t Ar: Orlando Intl AR FL, US Winter Design Ilt04ANA, 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 25883 Btuh Structure 23813 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 Blower 0 Btuh 0 Btuh 33084 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 34821 Btuh Simplified Latent Cooling Equipment Load Sizing Average 0 Structure 4165 Btuh Ducts 2225 Btuh Central vent (0 cfm) 0 Btuh Heating Cool in Area (ft2) 2582 2582 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 AHRI ref. n/a Efficiency n/a Heating input Heating output 0 Btuh Temperature rise 0 OF Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Space thermostat n/a Equipment latent load 6390 Btuh Equipment Total Load (Sen+Lat) 41211 Btuh Req. total capacity at 0.70 SHR 4.1 ton Cooling Equipment Summary Make n/a Trade n/a Cond n/a Coil n/a AHRI ref. n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 411- wri91- soft- 2018-Jun-29 14:17:58 Right-Suile® Universal 2018 18.0.13 RSU24011 Page 1 ACCA - eAnaslasiaCGRW\LoI82ThornbrokeAnaslasiaCGRW rup Calc = MJ8 House laces W Project Summary Job: Lot82ThornbrokeAnastaDEL-AIR ... Date: 6/29/18 nATWG • AIN CONIIrMIX11111 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 Morrison46yRockyGrove Lane, Sanford, FL 32771 Notes: 6/4/2014 FJF RVSD 2/1/16 JA LS 3/8/16 LS 6/21/16 JA Information i- Design LS 9/21/17 A LS 3/2 " Ar: Orlando Intl AR 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 16838 Btuh Structure 14383 Btuh Ducts 2905 Btuh Ducts 4246 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19744 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 18629 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2626 Btuh Ducts 839 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2 146g 146g Equipment latent load 3465 Btuh Volume (ft3) 13715 13715 Air changes/hour 0.39 0.20 Equipment Total Load (Sen+Lat) 22094 Btuh Equiv. AVF (cfm) 89 45 Req. total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-024-230-19 Cond 14HPX-024-230-19 AHRI ref 10258598 Coil CBA27UHE-024-230•++TDR AHRI ref 10258598 Efficiency 8.5 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Heating output 21800 Btuh @ 470F Latent cooling 6300 Btuh Temperature rise 24 OF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 39 OF Backup: Input = 6 kW, Output = 19744 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. pp- 2018-Jun-29 14:17:58 Right -Style® Universal 2018 18 0 13 RSU24011 ACCA Page 2 eAnastasiaCGRW\Lol82ThornbrokeAnastasiaCGRW.rup Calc = MJ8 House laces: W 1 DEL -AIR Project Summary Job: Lot82ThornbrokeAnasta... 1 1 Date: 6/29/18 IEAMG • AIR GGNDnrot1111G ahu 2 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD• FL 32771 Phone, 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM For: Taylor Morrison 467 Rocky Grove Lane, Sanford, FL 32771 Notes: 6/4/2014 FJF RVSD 211/16 JA LS 3/8/16 LS 6/21/16 JA Design Information LS 3/ 21/17 A LS 3/2 rat fir: Orlando Intl AP, FL, US Winter Design Wir 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 8.5 HSPF 21800 Btuh @ 470F 24 OF 840 cfm 0.063 cfm/Btuh 0.30 in H2O Backup: Input = 3 kW, Output = 11784 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 9430 Btuh Ducts 6761 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 16191 Btuh Latent Cooling Equipment Load Sizing Structure 1539 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 2925 Btuh Equipment Total Load (Sen+Lat) 19116 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 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 0.052 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFttsoft- 2018-Jun-2914:17:58 Right -Suite® Universal 2018 18.0 13 RSU24011 Page 3 eAnastasiaCGRW\Lot82ThornbrokeAnaslasiaCGRW rup Calc = MJ8 House laces: W I DEL -AIR Right-JO Worksheet 16AT=-=C11141i10MM 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: Lot82ThornbrokeAnastasia... Date: 6/29/18 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 I12 ahu 1 147.9 fl 9.3 It 1470.0 f12 Ty Construction number U-value Btult/Il?•F) Or HTM Btuh/fl Area (It2) or perimeter (ft) Load Btuh) Area (119 or perimeter (II) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 11 Vjl 12C-Osw 2A-2ov 2A-2ov 0.091 0 340 0 340 0.201 0.340 0.340 n n n n n n 2.58 9.62 9.62 569 9.62 9.62 2.34 10.58 10.58 4.35 10.58 10.58 491 6 15 494 5 19 470 0 0 1209 58 144 1100 63 159 0 0 0 0 0 0 0 0 0 0 0 0 VjJ I--G 1-C 13A-2ocs 2A-2ov 2A-2ov 470 0 0 2675 48 185 2046 53 204 494 5 19 470 0 0 2675 48 185 2046 53 204 Val G C 12C-Osw 2A-2ov 2B-21v 0.091 0.340 0340 0.201 0.580 0.340 0.032 a a a a a a e_ 2.58 9.62 9_62 5.69 16.41 9.62 6.91 234 30.36 30_36 4.35 16.85 30.36 2.38 270 30 40 200 0 0 515 289 385 897 1050 561 469 911 1214 686 1078 1769 0 0 00 0 0 0 0 0 0 0 0 V)/ - IBC 13A-2ocs 2A-2omd 2A-2ov 280 64 58 158 64 0 280 64 58 158 64 0 897 1050 561 686 1078 1769 W 16A-30ad 29 29 26 69 29 29 26 69 V/ a 12C-Osw 2A-2ov 0.091 0.340 s s 2.58 9.62 2.34 10.77 491 30 461 26 1186 289 1079 323 0 0 0 0 0 0 0 0 yJ G 13A-2ocs 2A-2ov 0.201 0340 0.091 0.340 0201 0.201 0.340 s s 5.69 962 4.35 1215 508 39 470 0 2671 374 2044 472 508 39 470 0 2671 374 2044 472 1 YC' 12C-0sw w w 2.58 9.62 5_69- 5.69 9.62 2.34 30.36 4_35 4.35 16.02 270 30 240 0 618 289 562 911 0 0 0 0 0 0 0 0 W Vj/ G 2A-2ov 13A-2ocs _ 13A-2ocs 10C-v w _ nw nw 51_ 46 25 51 22 0 292 122 237 223 94 395 51 46 25 51 22 0 292 122 237 223 94 395 P 12C-0sw AlD-0 16CR-38ad 0.091 0.390 0.026 q0$0 0.989 n_ 2.58 11.04 0.74 1.44 11.9921 1.15 244 1483 223 21 575 228 1091 322 248 244 21 223 21 575 228 10 322 248 15C148317061313 F 2OP-191 1.41 0.71 13 13 18 9 0 0 0 0 F 22A-ld 27.99 1470 1413 4140 0 1470 148 4140 0 6 c) AED excursion 0 0 Envelope loss/gain 20172 182091 14092 1 9718 12 a) Infiltration b) Room ventilation 5711 0 1809 0 2747 0 870 0 13 Internal gains: Occupants @ 230 Appliances/other 6 1380 2415 6 1380 2415 Subtotal (lines 6 to 13) 25883 23813 16838 14383 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 128% 4692% 0 0 0 25883 7202 0 0 0 23813 11007 17% 300/6 0 0 0 16838 2905 0 0 0 14383 4246 Total room load Air required (clm) 33084 1680 34821 1680 19744 840 18629 840 Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed wrigF tsoTt^ 2018-Jun-29 14:17 58 Right -Suite® Universal 2018 18 0 13 RSU24011 Page 1 eAnastasiaCGRW\Lot82ThornbrokeAnastasiaCGRW.rup Calc = MJ8 House faces: W 1 DEL -AIR Right-J® Worksheet HaTM'°°1CO10 03HI"° 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: Lot82ThornbrokeAnastasia... Date: 6/29/18 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 R2 Ty Construction number U-value 1310 I2-•F) Or HTM Btu fig Area (fig or perimeter (it) Load Bluh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V)/ t- 1( 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 10.58 10.58 491 6 15 470 0 0 1209 58 144 1100 63 159 11 V G L-G 13A-20cs 2A-2ov 2A-2ov 0.201 0.340 0.340 n n n 5.69 9.62 9.62 4.35 10.58 10.58 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 28-21v 0.091 0.340 0_340 a a e 2.58 9.62 9_62 5.69 16.41 9.62 2.34 30.36 Z0_36 4.35 1685 30.36 270 30 40 200 0 0 515 289 385 0 0 0 469 911 1214 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 a a a 0 0 0 0 0 0 0 0 0 W 16A-30ad P. 2_ a 0.91 2.38 0 0 0 0 V+/ 0 12C-Osw 2A-2ov 0.091 0.340 s s 2.58 9.62 2.34 10.77 491 30 461 26 1186 289 1079 323 y/ t--G 13A-2ocs 2A-2ov 0.201 0.340 s s 5.69 9.62 4.35 12.15 0 0 0 0 0 0 0 0 1 G 12C-Osw 2A-2ov 0.091 0.340 w w 2.58 9.62 2.34 3036 270 30 240 0 618 289 562 911 W 13A-2ocs 13A-2ocs lOc-v 0.201 w 5.69 4.35 0 0 0 0 0.201 0.340 rwv nw 5.69 9.62 4.35 16.02 0 0 0 0 0 0 0 0 PL--D. 12C-Osw J160 16CR-38ad 0.091 0.390 2.58 11.04. 0.74 1.44 11.99 1.15 0 0 1469 0 0 0 0 0 0 1690C0.026 n_ 1469 1081 F ZOP_19t 059 1.41 0.71 13 13 18 9 F 22A-Ipl 0.989 27.99 0_00 0 0 0 0 6 c) AED excursion 0 Envelope loss/gain 6080 8491 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 9430 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 489% 720/6 1 0 0 0 9044 4296 0 0 0 9430 6761 Total room load Air required (clm) 13340 840 16191 840 Calculations aDDroved by ACCA to meet all reouirements of Manual J 8th Ed 46- 2018-Jun-29 14 17 58 AGGt ^" Right-Suile® Universal 2018 18.0.13 RSU24011 Page 2 eAnaslasiaCGRW\Lol82ThornbrokeAnastasiaCGRW rup Calc - MJ8 House faces: W 1 DEL -AIR Right-JO Worksheet I AY= •rim 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: Lot82ThornbrokeAnastasia... Date: 6/29/18 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 flz mstr rm 42.0 It 9.3 If heaUcool 17.0 x 15.5 It 263.5 112 Ty Construction number U-value Btuh/flz-•F) Or HTM Btuh/ltq Area (119 or penmeter ((t) Load Btuh) Area (ft2) or perimeter (It) Load Btuh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 11 Vjl l-lG 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 f 5 48 185 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj! E- -C I 13A-2ocs 2A-2ov 2A-2ov 0.201 0 340 0 340 a n n 5.69 9.62 9.62 4.35 10.58 10.58 494 5 19 470 0 0 2046 53 204 159 0 0 159 0 0 902 0 0 690 0 0 12C-Osw 2A-2ov 2B-2fv 0.091 0.340 0 a a e 0.00 0.00 0 00 5.69 16.41 9.62 0.91 0.00 0.00 Q_00 4.35 16.85 3036 2 38 0 0 0 0 0 0 158 64 0 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V------(GG_ W 13A-2ocs 2A-2omd 2A-2ov 16A-30ad W 0.201 0.580 0.340 a a a 280 64 58 29 897 1050 561 26 686 1078 1769 69 145 0 58 29 86 0 0 491 0 561 376 0 1769 0.032 a 29 26 69 y/ t-G 12C-Osw 2A-2ov 0.091 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yJ G 13A-2ocs 2A-2ov 0.201 0.340 s s 5.69 9.62 4.35 12.15 508 39 470 0 2671 374 2044 472 89 0 89 0 504 0 386 0 12C-Osw 2A-2ov 0.091 0.340 w w 0.00 0.00 0 00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.221 w 5.69 4.35-- 51 51 292 223 0 0 0 0 y/ G 13A-2ocs 1OC-v 0.201 0.340 nw nw 5.69 9.62 4.35 16.02 46 25 22 0 122 237 94 395 0 0 0 0 0 0 0 0 P 12C-Osw JIDO 16CR-38ad 0.091 0.390 2.58 11.04 0.74 144 11.99 1.15 244 21 13 223 21 13 575 228 10 322 248 0 0 0 0 00 0 0 O C 0.026 n_ 15 0 0 0 F 20P-191 000 0.00 27.99 Q 00 0.00 0 0 0 0 Q 0 0 0 F 22A-Id 0_989 1470 148 4140 0 264 42 1176 0 6 c) AED excursion 0 339 Envelope loss/gain 14092 97181 3660 3629 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) 16838 14383 4480 4718 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 179/6 309/6 0 0 0 16838 2905 0 0 0 14383 4246 170/6 300/0 0 0 0 4480 773 0 0 0 4718 1393 Total room load Air required (clm) 19744 840 18629 840 5253 224 6111 276 Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed lid- 2018-Jun-29 14 1758 Right -Suite® Universal 2018 18 0 13 RSU24011 Page 3 eAnastasiaCGRW\Lot82ThornbrokeAnastasiaCGRW.rup Calc = MJ8 House faces: W DEL -AIR Right-JO Worksheet HUTM-=1:MMM03M 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: Lot 82ThornbrokeAnastasia... Date: 6/29/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr bth 120 It 9.3 It heal/cool 12.0 x 8.0 It 96.0 112 mstr wic 0 It 9.3 It heat/cool 6.5 x 7.5 It 488 ftz Ty Construction number U-value Btuh/ft2-*F) Or HTM BtufVIV) Area (1I2) or perimeter (It) Load Btuh) Area (ftz) or perimeter (It) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VI/ 12C-Osw 2A-2ov 2A-2ov 0 091 0.340 0.340 n n n 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 11 I 2 13A-2ocs 2A-2ov 2A-2ov 0.201 0 340 0 340 a n n 5.69 9.62 9.62 4.35 10.58 1058 112 0 0 112 0 0 637 0 0 487 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2B-21v 0.091 0 340 0_340 0.201 0.580 0.340 a a e a a a 0.00 0.00 Q_00 5.69 16.41 9.62 0.00 0.00 Q9Q 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 y/ l_GC 13A-2ocs 2A-2omd 2A-2ov 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 a 0.9t 2.38 0 0 0 0 0 0 0 0 y/ a 12C-Osw 2A-2ov 0.091 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy I -a 13A-2ocs 2A-2ov 0.201 0.340 s s 5.69 9.62 4.35 12.15 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 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 13A-2ocs 0.201 0.201 0.340 w rnv nw 5.69 5.69 9.62 4.35 4.35 16.02 0 0 0 0 0 0 0 0 y/ 6 13A-2ocs 1OC-v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L-D. 12C-Osw 11D0 16CR-38ad 0.091 0.390 0.026 n_ 2.58 11.0-4 0.74 1.44 11.99 1.15 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 F 2OP-19- O_Q54 O.OQ Q_DO 0 0 0 0 0 0 0 0 F 22A-td 0.989 27 99 0.00 96 12 336 0 49 0 0 0 6 c) AED excursion 1.381 0 Envelope loss/gain 973 449 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 518 0 5 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 17"/ 30% 0 0 0 1191 205 0 0 0 518 153 17% 1 300/6 0 0 0 0 01 0 0 0 5 1 Total room load Au required (clm) 1396 59 671 30 1 1 0 0 6 0 Calculations aoDroved by ACCA to meet all requirements of Manual J 8th Ed f&- w2018-Jun-29 14:17 58 gGCA ... Right -Suite® Universal 2018 18 0 13 ASU24011 Page 4 eAnastasiaCGRW\ Lot82ThornbrokeAnastasiaCGRW rup Calc - MJ8 House laces W 1 DEL -AIR Right-JO Worksheet ruffm."`'° 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: Lot82ThornbrokeAnastasia... Date: 6/29/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mslr we 0 It 9.3 It heat/cool 5.5 x 3.5 It 19.3 112 study 21.0 It 9.3 It heat/cool 1.0 x 146.5 It 146.5 flz Ty Construction number U-value Btuh/Q2-*F) Or HTM Bluh/fig Area (fig or perimeter (It) Load Stuh) Area (fig or perimeter (It) Load Bluh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 VIJ 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 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 1 1 Val Lt:2 13A-2ocs 2A-2ov 2A-2ov 0.201 0 340 0.340 a n n 5.69 9.62 9.62 4.35 10.58 10.58 0 0 0 0 0 0 0 0 0 0 0 0 145 0 19 125 0 0 713 0 185 545 0 204 Li12C- Osw 2A-2ov 2&2(v 13A-2ocs 2A-2omd 0.091 0.340 0340 0.201 0.580 0.340 a a Q a a a 0.00 0.00 0_OQ 5.69 16.41 9.62 0.00 0.00 O00 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 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 2A-2ov 16A-30ad 0.032 a 0.91 238 0 0 0 0 0 0 0 0 V/ C 12C-Osw 2A-2ov 0.091 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ 13A-2ocs 2A-2ov 0.201 0.340 5 s 5.69 9.62 4.35 12.15 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 0.00 000 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 51 51 292 223 W t--G 13A-2ocs 11OC-v 0.201 0.340 rnv nw, 569 9.62 4 35 16.02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L-D- C 12C-Osw 1.1DO 16CR-38ad 0.091 0.390 0.026 n_ 2.58 11.04. 0.74 1.44 11M 1.15 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0000000 F 20P-191 O_p54 O Q 000 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 19 0 0 0 147 21 588 0 6 c) AED excursion 0 75 Envelope loss/gain 0 0 1778 898 12 a) Infiltration b) Room ventilation 0 0 0 01 382 10 121 0 13 Internal gains: Occupants @ 230 Appliances/olher 0 0 5 0 0 0 Subtotal (lines 6 to 13) 0 5 2160 1019 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 17% 1 309% 1 0 0 0 0 0 0 0 0 5 1 17°/, 1 309/6 0 0 0 2160 373 0 0 0 1019 301 Total room load Air required (cfm) 0 0 6 0 2533 108 1319 59 Calculations woroved by ACCA to meet all reauirements of Manual J 8th Ed f&- 2018-Jun-2914:17:58 Righl-Suite® Universal 2018 18.0.13 RSU24011 Page 5 eAnastasiaCGRW\Lot82ThornbrokeAnastasiaCGRW.rup Calc = MJ8 House laces: W a DEL --AIR Right-J® Worksheet TM - AM COMMr10 M 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: Lot82ThornbrokeAnastasia... Date: 6129/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area util 4.0 If 9.3 It heat/cool 40 x 11 5 it 46.0 Itz pwdr 40 it 9.3 It heat/cool 4.0 x 11.5 It 46.0 ftz Ty Construction number U-value Blull/II? "F) Or HTM Btuh/fig Area (fig or perimeter (II) Load Bluh) Area (fig or perimeter (11) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 VI! F-GG 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 0.00 0.00 0.00 0.00 0.00 0.00 a.35 1058 1058 0 0 0 37 0 0 0 0 0 37 0 0 0 0 0 212 0 0 0 0 0 0 0 0_ 0 0 00 0 0 0 0 0 G 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 n n n 5.69 9.62 9.62 162 0 0 37 5 0 32 0 0 184 48 0 141 53 0I 12C-0sw 2A-2ov 2B-2fv 0.091 0.340 0.340 a a a 0.00 0.00 0.00 5.69 16.41 962 0.00 0.00 0_00 4.35 16.85 30.36 2.38 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 2A-2omd 2A-2ov 16A-30ad 0.201 0.580 0.340 a a e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.032 a 0.91 0 0 0 0 0 0 0 0 t-G 12C-0sw 2A-2ov 0.091 0.340 s s 0.00 000 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 1--G 13A-2ocs 2A-2ov 0.201 0.340 5 s 569 9.62 4.35 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 G 12C-0sw 2A-2ov 0.091 0.340 w w 000 0.00 5.69 5.69 9.62 000 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 4.35 4.35 1602 0 0 0 0 0 0 0 0 0 0 0 0 tV)I I-i 13A-2ocs IOC-v 0.201 0.340 rnv nw 0 0 0 0 0 0 0 0 0 0 0 0 PI 0. 12C-0sw iDO 16CR-38ad 0 091 0.390 2.58 11.04 0.74 1.44 11.99 1.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.026 n_ 0 0 0 0 0 0 F 20P-19t ab 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-td 0.989 27.99 0.00 46 4 112 0 46 4 112 0 6 c) AED excursion 54 15 Envelope loss/gain 324 109 344 179 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) 397 732 417 202 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 17% 309/6 0 0 0 397 68 0 0 0 732 216 171/6 300/6 0 0 0 417 72 0 0 0 202 60 Total room load Air required (clm) 465 20 948 43 489 21 261 12 Calculations aooroved by ACCA to meet all reouirements of Manual J 8th Ed rk- 2018-Jun-29 14:17:56 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 6 eAnastasiaCGRW\Lot82ThornbrokeAnastasiaCGRW rup Calc - MJ8 House faces W DEL --AIR Right-JO Worksheet HUY=- aN aolrmrrmmro 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: Lot82ThornbrokeAnastasia... Date: 6/29/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area family rm 350 it 9.3 It heat/cool 205 x 14.5 it 297.3 ftz dining rm 10.0 II 9.3 it heat/cool 1.0 x 2100 it 2100 fl2 Ty Construction number U-value Btuh/flz •F) Or HTM Btuh/ft9 Area (III or penmeter (it) Load Bluh) Area (Its or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T 12C-0sw 2A-2ov 2A-2ov 0.091 0.340 0 340 n n n 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 11 13A-2ocs 2A-2ov 2A-2ov 0.201 0 340 0 340 n n n 5.69 9.62 9.62 435 10.58 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vf! 12C-Osw 2A-2ov 2B-21v 0.091 0.340 0_340 0.201 0.580 0 340 a a a a a a 0.00 0.00 0_00 5.69 16.41 9.62 0.00 0.00 0_00 4.35 16.85 3036 0 0 0 135 64 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-2ov 71 64 0 405 1050 0 310 1078 0 0 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 a 0.91 238 0 0 0 0 0 0 0 0 V)J I-G 12C-Osw 2A-2ov 0.091 0.340 s s 000 000 0.00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 0.201 0.340 s s 569 9.62 435 12.15 191 0 191 0 1098 0 832 0 93 39 54 0 310 374 237 472 j 13C-Osw 2A-2ov 0.091 0.340 w w 0.00 0.00 000 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 5.69 435 0 0 0 0 0 0 0 0 13A-2ocs 10C-v 0.261 0.340 nw nw 5.69 962 435 16.02 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 P 12C-Osw 1.1 DO 16CR-38ad 0.091 0.390 2.58 11.04 074 1.44 11.99 1 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.026 n_ 0 0 0 0 0 0 F 20P=191 0_O50 0 989 9Q 2799 0_OQ 0 0 0 0 0 0 0 0 F 22A-tpl 0.00 297 35 980 0 210 10 280 0 6 c) AED excursion 229 49 Envelope loss/gain 3524 1992 963 759 12 a) Infiltration b) Room ventilation 636 0 202 0 182 0 58 0 13 Internal gains. Occupants @ 230 Appliances/other 4 920 0 1 230 0 Subtotal (lines 6 to 13) 4160 3113 1145 1046 14 15 Less external load Less transfer Redistribution Subtotal Duct loads I 17%l 309/6 0 0 0 4160 1 718 0 0 0 3113 919 17% 1 309/6 0 0 0 1145 1 198 0 0 0 1046 309 Total room load Air required (cfm) I 1 1 4878 208 4032 182 1 1343157 1355 61 Calculations woroved by ACCA to meet all requirements of Manual J 8th Ed Fk- wrigF tsoft^ 2018-Jun-2914 17:58 4GCP. -...... Right -Suite® Universal 2018 18 0.13 RSU24011 Page 7 eAnaslasiaCGRW\Lo182ThornbrokeAnastasiaCGRW rup Calc = MJ8 House laces: W DEL -AIR Right-JO Worksheet HUTI -AMCMUWn=U 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: Lot82ThornbrokeAnastasia... Date: 6/29/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area pantry 0 it 93 it heat/cool 6.0 x 3.5 it 21.0 ftz kitchen 19.9 It 9.3 It heat/cool 1.0 x 2758 it 275.8 It2 Ty Construction number U-value BluIVR2*F) Or HTM BIuIVftq Area (ftz) or perimeter (It) Load Btuh) Area (fl9 or perimeter (it) Load Bluh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VjJ I----(( 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n in 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 11 t-G I 13A-2ocs 2A-2ov 2A-2ov 0201 0.340 0.340 in n n 5.69 9.62 9.62 4.35 1058 1058 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 0 27 0 0 20 0 0 W 12C-Osw 2A-2ov 2B-2fv 0.091 0.340 Q34Q 0.201 0.580 0.340 0.032 a a e 0.00 0.00 0.00 0.00 000 0 OQ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-20cs 2A-2omd 2A-2ov 16A-30ad a a a a 5.69 16.41 9.62 0.91 4.35 16.85 30.36 2.38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V+/ Y_G 12C-Osw 2A-2ov 0.091 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ G 13A-2ocs 2A-2ov 0.201 0.340 s s 5.69 9.62 4.35 12.15 0 0 0 0 0 0 0 0 135 0 135 0 770 0 589 0 VV - I-G_ 12C-0sw 2A-2ov 0.091 0.340 w w 0.00 0.00 0.00 0.00 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 W V1/ G 13A-2ocs _ 13A-2ocs tOC-v 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 0.201 0.340 nw nw 5.69 9.62 4.35 16.02 0 0 0 0 0 0 0 0 46 25 22 0 122 237 94 395 P 12C-Osw 11 DO 16CR-38ad 0.091 0.390 0.026 n_ 2.58 11.04 0.74 1.44 1J.99 1.15 0 0 0 0 0 0 0 0 0 0 244 21 223 21 13 575 228 10 322 248 15C0013 F 20P_191 050 OQO 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0 989 27.99 0.00 21 0 0 0 276 20 557 0 6 c) AED excursion 0 24 Envelope loss/gain 0 0 2526 1707 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 2888 3021 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 17°/ 30% 0 0 0 0 1 0 0 0 0 5 1 17% 300/0 0 0 0 2888 498 0 0 0 3021 892 Total room load Au required (cfm) 0 0 6 0 3387 144 3913 176 Calculations aooroved by ACCA to meet all reoulrements of Manual J 8th Ed f wrigF tsoTt^ 2018-Jun-291417:58 _ AGCA ^ ' ' Right-Suile® Universal 2016 18 0 13 RSU24011 Page 8 eAnastasiaCGRW\Lo[82ThornbrokeAnastasiaCGRW rup Calc = MJ8 House laces- W RDEL-AIR Right-J® Worksheet TM-mrsmru UMB 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: Lot82ThornbrokeAnastasia... Date: 6/29/18 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 Ilz rm 2 39.5 it 9.0 It heat/cool 14.5 x 15.5 it 224.8 ftz Ty Construction number U-value Btuh/ftz°F) Or HTM Btuhlltq Area (fly or perimeter (It) Load BIt h) Area (112) or perimeter (It) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 2.58 9.62 962 2.34 10.58 1058 491 6 15 470 0 0 1209 58 144 1100 63 159 131 0 0 131 0 0 336 0 0 306 0 0 11 Val I--G I 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 n in n 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 12C-0sw 2A-2ov 2B-2fv 0.091 0.340 0.340 e a a 258 9.62 9.62 2.34 30.36 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 W 13A-2ocs 2A-2omd 2A-2ov 16A-30ad 0.201 0.580 0.340 0.032 a a a a 0.00 0.00 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 0 0 0 0 0 0 0 0 t-G 12C-0sw 2A-2ov 0.091 0 340 s s 2.58 9.62 2.34 10.77 491 30 461 26 1186 289 1079 323 86 0 86 0 220 0 200 0 11 13A-2ocs 2A-2ov 0201 0 340 s s 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 G 12C-0sw 2A-2ov 0.091 0 340 w w 2.58 9.62 2.34 30.36 270 30 240 0 618 289 562 911 0 0 0 0 0 0 0 0 W W l-' 13A-2ocs 13A-2ocs 10C-v 0201 w 0.00 6.00 0.00 000 0 0 0 0 0 0 0 0 0201 0.340 nw nw C60 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PII U_ 12C-0sw 11 DO 16CR-38ad 0.091 0.390 0.026 n_ 0.00 0.00 0.74 0.00 0.00 1 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1469 1469 1081 1690 225 225 165 259 F 2OP=191 Q-0-50 1.41 0.71 13 13 18 9 0 0 0 0 F 22A-td 0.9as 000 000 0 0 0 0 0 0 0 0 6 c) AED excursion 0 39 Envelope loss/gain 6080 8491 1292 1971 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 9430 1985 2191 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 48% 72% 0 0 0 9044 4296 0 0 0 9430 6761 48°/, 72% 0 0 0 1985 943 0 0 0 2191 1571 Total room load Air required (cim) 13340 840 16191 840 2928 184 3762 195 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed 4&- 2018-Jun-29 14 17 58 ACCA Right -Suite® Universal 2018 18 0 13 RSU24011 Page 9 eAnastasiaCGRW\Lot82ThornbrokeAnaslasiaCGRW rup Calc = MJ8 House faces W a DEL -AIR Right-J® Worksheet KLUM-=CONUnUNM 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: Lot82ThornbrokeAnastasia... Date: 6/29/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area blh 2 9.0 it 9.0 it heat/cool 9.0 x 6.0 it 54.0 flz bth 3 11 5 It 9.0 It heat/cool 11.5 x 60 it 69.0 ftz Ty Construction number U-value Bluh lt2-*F) Or HTM Btuh/119 Area (119 or perimeter (it) Load Btuh) Area (fig or perimeter (II) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 VjJ 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 0.201 0.340 0.340 n n n 2.58 9.62 9.62 2.34 10.58 10.58 81 6 0 75 0 0 193 58 0 176 63 0 104 0 0 104 0 0 267 0 0 243 0 0 0 0 0 L-IG V J C1Lam' 13A-2ocs 2A-2ov 2A-2ov n n n 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 12C-0sw 2A-2ov 213-21v 0.091 0.340 034_Q 0.201 0.580 0 340 a a a a a a 2.58 9.62 9_62 0.00 0.00 0.00 2.34 30.36 aO 36 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 13A-2ocs 2A-2omd 2A-2ov 16A-30ad 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.032 a 0.00 0 0 0 0 0 0 0 0 V+/ T-C 12C-0sw 2A-2ov 0.091 0 340 s s 2.58 9.62 2.34 10.77 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ 6 13A-2ocs 2A-2ov 0.201 0.340 s s 000 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 jT-0 12C-0sw 0 091 0 340 w w 2 58 962 2.34 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 2A-2ov 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 Vjl I--G 13A-2ocs 1OC-v 0.201 0.340 nw nw 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 P L-0_ 12C-0sw ll DO 16CR38ad 0.091 0.390 0.00 0.00 0.74 0.00 0.00 1.15 0 O 54 0 0 54 0 0 40 0 0 62 0 0 69 0 0 0 0 0 0 C 0.026 n_ 69 51 79 F 20P-191 U-50 0.989 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.00 0_00 0 0 0 0 0 0 0 0 6 c) AED excursion 44 48 Envelope loss/gain 291 2571317 274 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) 448 307 519 337 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 489/6 72°/, 0 0 0 448 213 0 0 0 307 220 48% 72% 0 0 0 519 247 0 0 0 337 242 Total room load Air required (clm) 662 42 528 27 766 48 5 99 30 Calculations awroved by ACCA to meet all requirements of Manual J 8th Ed r}+- wr gF tsoft- 2018-Jun-29 14:17 58 1CCP ^_^ Right -Suite® Universal 2018 18.0.13 RSU24011 Page 10 eAnaslasiaCGRW\Lol82ThornbrokeAnastasiaCGRW rup Calc = MJ8 House laces W DEL -AIR Right-JO Worksheet HUI=.mlcarCrlmmm 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: Lot82ThornbrokeAnastasia... Date: 6/29/18 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 fl2 rm 3 wic 7.0 it 9.0 It heal/cool 9.5 x 50 it 47.5 ftz Ty Construction number U-value BtufVWf 'F) Or HTM BtulVft2) Area (112) or perimeter (it) Load Bluh) Area (fly or perimeter (It) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 VIJ tt--LG V 12C-Osw 2A-2ov 2A-2ov 13A--2ocs 2A-2ov 2A-2ov 0 091 0.340 0 340 n n n 2.58 962 9.62 2.34 10.58 10 58 126 0 15 111 0 0 286 0 260 0 15. 9 0 0 0 18 0 0 0 0 0 18 0 0 0 0 0 46 0 0 0 0 0 42 0 0 0.201 0.340 0 340 n n n 0.00 0.00 000 000 0.00 0.00 0 0 0 0 0 0 14..4 0 0 0 0 0 0 C I-( 12C-Osw 2A-2ov 2B_2fv 0.091 0.340 0_W a a a 2.58 9.62 9_62 234 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 yJ t; CC',' W 13A-20cs 2A-2omd 2A-2ov 16A-30ad 0.201 0.580 0 340 0.032 a a a a 0.00 0.00 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 0 0 0 0 0 0 0 0 V+/ t-G 12C-Osw 2A-2ov 0.091 0.340 s s 2.58 9.62 2.34 10.77 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 y/ t---G 13A-2ocs 2A-2ov 0.201 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-C W 12C-Osw 2A-2ov 13A-2ocs 0.091 0.340 w w 2.58 9.62 2.34 126 15 111 0 286 144 260 455 45 0 45 0 116 0 105 0 0.201 w 0.00 0.00 0.00 30.36 0.00 0 0 0 0 0 0 0 6 W 13A-2ocs 10C-v 0.201 0.340 nw nw 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PI - u. 12C-Osw Ji DO 16CR-38ad 20P-19( 0.091 0.390 0.026 n_ 0.00 0.00 0.74 0.00 0.00 1.15 0 0 196 0 0 0 0 144 0 0 0 0 00 0 35 0 0 C F 196 225 0 O 48 48 55 0_0`,Qi 1.41 0.71 0 0 0 11 11 i6 8 F 22A_Ipl 0_989 0_00 0_00 0 0 0 0 0 0 0 0 6 c) AED excursion 4 31 Envelope loss/gain 1005 1364 2131 179 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 1520 336 218 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 48% 1 72% 1 0 0 0 1496 711 0 0 0 1520 1090 48% 1 720/6 0 0 0 336 160 0 0 0 218 156 Total room load Air required (clm) 2207 139 2610 135 495 31 374 19 Calculations aDoroved by ACCA to meet all requirements of Manual J 8th Ed fP- 2018-Jun-2914:17.58 4G= ....... ^. '_.' Right-Suile® Universal 2018 18.0.13 RSU24011 Page 11 eAnastasiaCGRW\Lol82ThornbrokeAnastasiaCGRW rup Calc = MJ8 House faces W j DEL -AIR Right-JO Worksheet HOT= - = CMUM01 "° 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: Lot82ThornbrokeAnastasia... Date: 6/29/18 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 110 It 1430 112 loft 11.5 it 9.0 it heat/cool 11.5 x 11.0 It 1265 It2 Ty Construction number U-value Btuh/ft2-•F) Or HTM Btuh/ft2) Area (Il2) or perimeter (it) Load Bluh) Area (Il2) or perimeter (It) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VI/ i---GG 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 2.58 9.62 9.62 234 10.58 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 n n n 0.00 0.00 0.00 000 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 12C-0sw 2A-2ov 2B-2fv 0.091 0.340 0_340 0.201 0.580 0.340 a a e a a a 2.58 9.62 0_62 0.00 0.00 0.00 2.34 30.36 30 36 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 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 a 0.00 000 0 0 0 0 0 0 0 0 t-G 12C-0sw 2A-2ov 0.091 0.340 s s 2.58 9.62 2.34 10.77 117 0 117 0 301 0 274 0 104 30 74 26 189 289 172 323 tVjl 0 13A-2ocs 2A-2ov 0.201 0.340 s s 0.00 0.00 0.00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw A-2ov 0.091 0.340 w w 2.58 962 2.34 3036 99 15 84 0 216 144 197 455 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 0.00 0_00 0 0 0 0 0 0 0 0 W I-' 13A-2ocs 10C-v 0 201 0.340 nw nw 000 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P11 __ D_ 12C-0sw 11DO 16CR-38ad 0.091 0.390 0 026 n_ 0.00 0.00 0.74 000 0.00 1 15 0 0 0 0 0 0 0 0-0-0-0-0 165 0 127 0 0 0 C 143 143 105 127 93 146 F 2OP-191 50 1.41 071 1 1 2 1 0 0 0 0 F 22A-tpl 0.989 0.00 000 0 0 0 0 0 0 0 0 6 c) AED excursion 81 56 Envelope loss/gain 769 11731 571 584 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 1306 773 648 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 481/6 72% 0 0 0 1190 565 0 0 0 1306 937 48% 1 72% 0 0 0 773 367 0 0 0 648 465 Total room load Au required (clm) 1755 110 2243 116 1140 72 1113 58 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed Fp- 2018-Jun-29 14 17.58 Right -Suite® Universal 2018 18 0 13 RSU24011 Page 12 eAnastasiaCGRW\Lo182ThornbrokeAnastasiaCGRW rup Calc = MJ8 House laces. W 1 DEL -AIR Right-M Worksheet mnrlxa-°°'"iimumn 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: Lot82ThornbrokeAnastasia... Date: 6/29/18 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 It 297.3 112 stairs 3.5 It 9.0 It heat/cool 1.0 x 311.3 It 311 3 Itz Ty Construction number U-value Blut1/111-•F) Or HTM 13tuh/fl2) Area (Ilq or perimeter (It) Load Btuh) Area (Ilz) or perimeter (It) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+/ L-1C 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 a n n 2.58 962 9.62 2.34 1058 1058 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 32 0 0 81 0 0 74 0 0 1 1 I--C I-C 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 n n n 0.00 000 000 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 12C-Osw 2A-2ov 2B-21v 0.091 0.340 0_340 0.201 0 580 0 340 a a e a a a 2.58 9.62 9 62 0.00 0.00 0.00 2.34 30.36 30_36 0.00 0.00 0.00 131 0 40 91 0 Q 233 0 385 0 0 0 212 0 1214 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 2A-20v 16A-30ad 0.032 a 0.00 0.00 0 0 0 0 0 0 0 0 V+/ G 12C-Osw 2A-2ov 0.091 0 340 s s 2.58 9.62 2.34 10.77 185 0 185 0 475 0 432 0 0 0 0 0 0 0 0 0 y! G 13A-2ocs 2A-2ov 0.201 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tVIJ G 12C-Osw 2A-2ov 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 0 0 0 0 0 W y/ l-G 13A-2ocs _ 13A-2ocs 1 OC-v 0.201 0.201 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 nvv nw 0.00 0.00 0.00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P D_ 12C-Osw 11DO 16CR-38ad 0.091 0.390 0.026 n_ 0.00 0.00 0.74 0.00 0.00 1.15 0 0 297 0 0 0 0 219 0 0 342 0 0 0 0 0 0 0 0 358C297311311229 F 20a-19t 0_050 0.989 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 112 57 Envelope loss/gain 1312 2313 310 375 12 a) Infiltration 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 2507 372 395 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 489% 72% 1 0 0 0 1926 915 0 0 0 2507 1798 481% 72% 0 0 0 372 176 0 0 0 395 283 Total room load Air required (cfm) 2840 179 4305 223 1 548 35 678 35 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 4&- 2018-Jun-29 14:17:58 AGCA _ Righl-Suile® Universal 2018 18 0 13 RSU24011 Page 13 eAnastasiaCGRW\Lol82ThornbfokeAnastasiaCGRW.rup Calc = MJ8 House faces W RDEL-AIR Duct System Summary Job: Lot82ThornbrokeAnasta... Date: 6/29/18 HunNO.1UR CONDMO)MG ahu ' 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 467 Rocky Grove Lane, Sanford, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in 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 Name Design 13tuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk dining rm C 1355 57 61 0.196 6.0 Ox 0 VIFx 27.1 95.0 SO family rm h 4878 208 182 0.183 8.0 Ox 0 VIFx 36.2 95.0 sti kitchen C 3913 144 176 0.212 8.0 Ox0 VIFx 18.1 95.0 st1 mslr blh h 1396 59 30 0.160 5.0 Ox 0 VIFx 40.3 110.0 st3 mstr rm C 6111 224 276 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 sti pwdr h 489 21 12 0.194 4.0 Ox 0 V I Fx 28.6 95.0 st 1 study h 2533 108 59 0.195 6.0 Ox0 VIFx 27.8 95.0 st1 uld c 948 20 43 0.191 4.0 Ox0 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 283 306 0.148 390 12.0 0 x 0 VinlFlx SO st1 Peak AV 840 840 0.148 602 16.0 0 x 0 VinlFlx wrightsoft- 2018-Jun-29 14:18:00 w•-,, Right -Suite® Universal 2018 18.0.13 RSU24011 Page I ACCA...eAnastasiaCGRW\Lot82ThornbrokeAnastasiaCGRW rup Calc = MJ8 House faces. W Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx W r19htsoft- 2018-Jun-29 14 18:00 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 2 eAnastasiaCGRW\Lot82ThornbrokeAnaslasiaCGRW.rup Calc = MJ8 House faces: W Duct System Summary Job: LoMThornbrokeAnasta... DELCAIR anu 2 Byte: J/A29/18 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 467 Rocky Grove Lane, Sanford, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/100ft 840 cfm 119 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth 2 h 662 42 27 0.318 4.0 Ox 0 VIFx 5.5 70.0 bth 3 h 766 48 30 0.311 4.0 Ox 0 VIFx 7.1 70.0 loft h 1140 72 58 0.203 7.0 Ox 0 VIFx 33.0 85.0 st2 open to below C 2152 89 112 0.274 6.0 Ox 0 VIFx 17.5 70.0 open to below -A C 2152 89 112 0.286 6.0 Ox 0 VIFx 14.0 70.0 rm 2 C 3762 184 195 0.270 8.0 Ox 0 VIFx 18.8 70.0 rm 3 C 2243 110 116 0.206 6.0 Ox 0 VIFx 31.5 85.0 st2 rm 3 wic h 495 31 19 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2 rm 4 h 2207 139 135 0.281 7.0 Ox 0 VIFx 15.5 70.0 stairs c 678 35 35 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 213 194 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 Mall Trunk rb2 Ox 0 840 840 0 0 0 0 Ox 0 VIFx WrightsOft- 2018-Jun-29 14 1800 Right-Suile® Universal 2018 18.0.13 RSU24011 Page 3 d CCN eAnastasiaCGRW\Lol82ThornbrokeAnastasiaCGRW 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: Lot82ThornbrokeAnaslasiaCGRW Builder Name. Taylor Morrison Street: 467 Rocky Grove Lane Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Owner. Jurisdiction, 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs 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 subftoor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 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 light and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sormnkler cover plates and walls or cemlinas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 6/29/2018 2:27 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 6/29/2018 2:26:44 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. Lot82ThornbrokeAnastasiaCGRW Builder Name: Taylor Morrison Street: 467 Rocky Grove Lane Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2582 sq.ft. Cond. Volume: 23678 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Sinqle or Multi Point Test Data HOUSE PRESSURE Pa FLOW: 1 cfm 2 Pa cfm 3 Pa cfm 4 5 Pa Pa cfm 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 lest, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: OR -ME SP.4 x _ v a 0 R A COD WIE v 6/29/2018 2-27 PM EnergyGauge® USA - FlaRes2017 - Section R405 4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 467 Rocky Grove Lane Permit Number Sanford , FL , 32771 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Instal lationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the 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. 6/29/2018 2:27 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553 993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (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 lest: 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. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the lest 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. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heal trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 6/29/2018 2:27 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heal traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140'F (38'C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2 1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including. Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28 3 Umin a When tested in accordance with HVI Standard 916 6/29/2018 2 27 PM EnergyGauge® USA - FlaRes2017 - FBC 61h 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 limes 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 feel (914 mm) of the heater Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool healers fired by natural or LP gas shall not have continuously burning pilot lights. 6/29/2018 2-27 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heal pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature A 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 (Mandatory e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights 6/29/2018 2:27 PM EnergyGauge© USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 koa A TYP. ARCHWAY4 rao Tz Ll r°' 16.16 rap I I o g I OWNERS NRE 12.1211 9. OI '''v: a. 273 1 I 19v I I T—sfer ducts/proles sized In O INID rap ./3 1/e.10 .ell steckconpllonce .Ith rio,wo Residential l'Off Floor 16' Obove ceolnp iudtlin0 code - K1602.4 Islencetl ©12.12 rag hl conbustbn ol- Return -1r, a.ceptbns 1-7 3Jld.r Mgt provble unrestrkted 1 Inch •/16' tophot unf O.. vent dercutontlodo-. to haMtobl• 7' tooof or .all cap 0 u I 1 1 I S t8n.a r_________ I 1 1 I b I..a I d i I a 4r • 1 WTTERIG ROOMI4.\DD too Y-.' nal at Cy 60.6 .c 1 1 al I11 iCAR G4tA(F I y wit 11 r rR _M e1 116' I IY'.12' hir IJ 16' 1 eeOr 'I y Q IB. 1 / • q 1 i I " a. S \ u 11. fi.ell.c _ > 1 1r 9L_________ beD bYD L-- - - - - - J w. Y\ C Y\C 42X42 A/C OSLAB 2.0 Intl w/1SKv e240v IR - ... Ia.10 p a BY BLDR MIN p/OIrorn by a dui 2' FROM WALL scot, /a'•I'o' 8 to wall cap w/ fan Nutone 696 bath duct o wall Cap fan e]. pll4e.0ea K4L[fYI WUO I I I YItO Waeaal wlr la>I ^ a1LLle.' p Yai ww u.a w.cw a d la a.arvl.r. ..e.a....u! a ¢ nYlp.a.4 .a ea I ! Ow-Mo.a 441Y u® Y 1!W YIOAn•iv. Y ' 44VmI4a0. 1 I m..ar iouuuArw..e.+n.iu va.w aw u...mroln •e^ !aaltpaua: a.n. w s7fuom Nu.R u+l.0aecoam h I I . w wM YaC KeLLi iGOLMA OSe ..ln0n]aaq MYa.lY eYe I a.•ldawl.4wt ens CA u 1/a• pp ita.n1u aem..ua:m.reoae.rvu.lr mm.l -1 p ala+a m.s n mumunvnvuouva r91 ievwu vrin j6$., 49V&4 Ininun clearonce of i Inched oround thr olr handler er the State, Energy c I n1. l O o; O _ M oA... 0 All duct has on r=6 Insulation value. rJ - : w.mcoi+ii ixwo i.l Yeaue O- rv>vlo,.n oxaeaO_ N Ywo l a.rylve u1. Ysmucrar u mew awimeY! u! raema m.® Rating 6 Q \ S\ Z x' I N 03I y N C9 tnI E ( D t` c S Nm QaQQ z co N\ D ON -'\ Y OQODzCU QI— OvL aza1E z O } K N m LLI > z O z O LL O a 0 0 0 mCLJ( n00 6 1z C V tll g o) O N C a s SS a SL>L a' now 1tKw now V.aw a. mara S ifltCifANGRR.I. to FIXSMSOpt S1F! e0 MSI/ilAllp! Mi YeRi RI R7:RltYO*G FOR 6W. O ' 1 1 Z R3ER 1a 4afR Rla ldt {fTIFd OOLV I LW (W" Wow C&VDI. CST. C4 RED UA* `5) I LOFT I1 — Ilo p 12.6 1.cd rap 1IN6 I.cd — . ' } Q Q Q Q 10+6 I.cd 10.6 I.ctl 60 1 6 11 i z m 9' O B I.ctl PAd •III n tl to I m 4, 20 . provide f/c tluct chose N 9' I i W w \ \CD\ 6 t 6 ; Q N ci.i (n iv (n a.a 195 6- 12.12 rap 8®AOOM Ifs i• 6.16 r.g See7• 12.56 I.6EV.,..v... I I ? II 19 J S O O _4' 4 2.o ITTDNO VWy/.KV e240V IPH nar Trerufrr ducts/pra1H slxftl In plotforn by© COnpllancf .Ith florltlo Retldentlnl b bWr Iuudhp Code - M1602.4 Balanced scale ,t/e =ro' 3' bath duct Return ur, e.ceptlons 1-7. 1uuder Z t provWr unrestrkter/ 1 IKh O to roof Cap undercut on doors w habltebtf w /fan roons. LLJ Nutone 696RNB Y O Q O v QN o o CO z cu J V Q' \ o v VQZO _ \ F— Q- i Rating zo r N co w > z40zow3 J Q H m H Q J O m Q Cr Must hove a nlninun clearance of 4 Inches around the air handler per the State Energy code. All duct has on r=6 insulation value. m CL J (Al 0 0 R TEFlMNVATlMf 0TMEZSTF=9 N OQQ AAV KITCHEN- MASTER aATP W%Ili! AAV V _ -•-- - WATER SOFTENER i* LAUNDRY 1 POWDER TUB BATH Go TAYLOR MORRISON HOMES = THORNBROOKE S.F. LOT 82 HOUSE TYPE: ANASTASIA W OPT'S: GARAGE SINK WATER SOFTENER 2ND LAV BTH 3 7 SHW ILO TUB BTH 3 1ST FLOOR TAYLOR MORRISON HOMES THORNBROOKES.F. LOT 82 HOUSE TYPE: ANASTASIA.. GARAGE SINK i WATER SOFTENER 2ND LAV BTH 3 SHW ILO TUB BTH 3 2ND FLOOR 1 r BATH 2 ub AAu . BATH 3 3' 1AtASTSST4CR F8G{!A 2Np R CRTHmw; y TweToTwisTFLppR RECORD COPY DESCRIPTION AS FURNISHED: Lot 82, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 77, Public Records of Seminole County, Florida. PI_UT PLAN FOR/CERTIFIED 1-0 Taylor Morrison of Florida, Inc. TRACT J OPEN SPACE/RECREATION N 00R14'55" W 40.00' 19.80' - 19.80' 5.00' 15.7' COVERED V PATIO 14.3' LOT 8,2 N PROPOSED RESIDENCE MODEL: ANASTASIA 2 CAR GARAGE RIGHT O OO LOT 81 LO N Ln r vl 5.0' 5.00' LS 2 ENTRY Ll 21.3' 16' DRIVE 25.20 5.20' 10' UTIL. ESMT. eps-4--19.9.26----- 5.00' CITY CI S; :I RD 3/9V AUG 2 p Ao/v, Ok to construct single family home with setbacks and impervious area shown on plan. Ates*p't?, C-& sycP /se O O Lr) LOT 83 Y CO a 5.00' ti WALK ry1 DRAIN INLET AS CURB SCALED FROM N 00R14 55 ' W DRAINAGE PLANS 40.00' ROCKY CRO I -' LAND' 50' UTILITY AND ACCESS R/W) 5 Q PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS r\= PROPOSED DRAINAGE FLOW LOT GRADING TYPE B PROPOSED F F. PER PLANS = 23.5' + PROPOSED GRADE PER CONSTRUCTION PLAN ++ LOT = 4,800 SO.-1. LIVING = 1,467 SO -Fr GARAGE = 455 SOFT ENTRY = 71 50.17. LANAI = 139 SO rT. BREEZEWAY = N/A so. DRIVEWAY = 403 SO.rr AIC PAD = 18 SO. FT WALKWAY = 70 SO.FI IMPERVIOUS = 54.6 7 2,622 SO.rr. SOD = 2 178 SO FI OF LOT AR CALCULATIONS. R/W 440 SO.Fr. APRON 114 SO. F1 PLOT PLAN ONLY' • NOT A SURVEY) PROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN AND/OR INSTRUCTIONS PER BUILDING SETBACKS. FRONT = 25' REAR SIDE 515' SIDE CORNER = 10' SIDEWALK SOD 200 126 SO FT. SO.F7: ICIIA AREA = 5.2,10 DRIVEWAY = 517 SIDEWALK = 270 SO.rT SO.F: SO.F . CLIENT NOT FIELD VERIFIED SOD 2,304 SO.FT CR USENM.E'YER — SCOTT ASSOC, INC. — LAND AS'UR VT'Y0J?S' LEGEND - LEGEND - 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 1436 GAT POL. POINT ON LINE NOTES: I' In FICLDIRON PIPE TYP. PRC. TYPICALPOINTOF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OE P. IRDN ROD Pg. POINT of COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIOA ADMINISTRATIVE' CODE•PURSUWT TO SECTION 472.027. FLORIDA STATUES CM CONCRE7C MONUMENT RAD. RADIAL 2. UNLESS, EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VAUO. SEI IR 1/2' IR ./OLD 4596 A. NON -RADIAL J THIS SURVEY WAS PREP RED FROM INFORMATION FURNISHED TO THE SURVEYOR MERE MAY BE OTHER RESTRICTIONS RCC. RECOVERED W.P. CALC WITNESS POINT CALCULATED MLE OR EASEMENTS THAT AFFECT THIS PROPERTY. ' P.U.YC. PDINI OF YCGIW+INL POINI DF COMMENCCMENI PRIG PERMANENT REFERENCE MONUMENT Np UNDERGROUND IMPROVEMENTS HAVE PEEN LOCATED UNLESS OTHERNTSf SHOWN. 7 CENTCRL Ir4 Ff. FINISHED FLOOR ELEVATION 5. THIS, SURVEY IS PREPARED FOR THE SOLE CENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RIVED UPON BY ANY OTHER ENTITY. D.D HAIL L DISY Y.SL. JUILDING SETYACK LINE a, DIAIENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES R/V RIGHT -or —Al A aCNCHMARK 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS 845E BEARING (B. B.) ' CSHI. EASEMENT Y.Y. SASE BEARING E. ELEVATIONS. 6 SHOWN, ARE BASED ON NATIONAL GEODETIC CUNu OF 1929, UNLESS OTHERWISE NOTED. UPnN+ UTILDPAINALC UTILITY9 CERnnCATE OF AUTHORIZATION No 4596. CL FC CHAIN LINK FCNCL VDFC C/ D VDUD FENCE CONCRETEI BLOCK SCALE I— I' - 20 — DRAWN BY: PC, PIPDINOF CURVATURE PUI,IT OF TANGENCY CERTIFIED BY. DATE ORDER No. DI SC. P DCSCRIPT ION RADIUS PLOT PUN 06-27-2018 4296-18 L D ARCLCNGIH U OCA CCNDRD C Y CHORD =CARING NORTH THIS BUILDING/ PROPERTY DOES NOT UE WITHINCJ THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM• M n1E,E/R, R.C.S. ZONE •X• MAP / 12117E DOSS F , L.S 1 4801 STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 St Johns Pkvry STRADAN NEC 2011/FBC 107 SANFORD 877-906-111313 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5-8-2012 MODEL: ANASTASIA BUILDER TAYLOR MORRISON SUBDIVISON VOLT/AMPS ITON OTY KW LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 1 15572 Includes Heat Pump and Heat Strips on together @100%. Square feet living areal 25851 3 volt/amps 7755 3.51 6168 8000 5200 0 Small Appliance Circuits 3 4500 4 6888 8000 5200 0 Laundry Circuit 1 1500 51 1 8160 10000 6500 0 Dishwasher 1 1500 Water Heater 1 4500 10 KW SETUP 0 Range 1 8000 4.308333 1 AC EP1 35.5 12 2.958333 Oven 0 Cooktop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 misc misc TOTAL OTHER LOAD FIRST 10KVA@100% 10,000 REMAINDER @ 40% 9742 LARGESTLOAD 15572 TOTAL LOAD 35 314 V.A./ SIZE RECOMMENDED 200 SERVICE SIZE: 240VOLTS= 1 147 MINIMUM PER 7 1NEC 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 POOLPREWIRES QTY AMPS NEE60 I ONEL2:4-0 0'' 100 240 Note. This Load Calc is base on the information provided by the builder. The recommended service size will be installed leaving sufficient usage for future homeowner. N 9 O 7 G< o ..+ p .n Z c L FNr w n O 0 O 00 r 1.WRD COPY n City of Sanford y Building and Fire Prevention Product Approval Specification Form Permit # # 1 8 - Project Location Address 6oiw N0 3 1 8.4 SANFORD AAnastacia467RockGroveL Fp 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.floridabuildingorg.. 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) FL15332.4 Sectional Windsor Garage Doors Sectional Ext. Door Dbl, single FL15080.113 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.9,16 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-R13 Underla ments Rhino Linings Corp Coatings FL21842-R1 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 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 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 ENGINEERING PACKAGE Builder:,TAYLOR MORRISON Project: :9A6/9A7 THORNBROOK Mod el/Bu i Id i ng: :2 58 M C/2 58TC Lot: 82 Block: Unit: Address: JobNumber: N330089 Revision Date: New Load #: R/01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 i r THIS WIG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED 11 TRUSS MFR Ewn-l STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES Strongback Bridging Guidelines for Roof Trusses Strongback bridging for roof trusses is not a requirement of ANSi•TP1 1-2002 but it is a strongly recommended guIacline by Carpenter Contractors or Anerica. It serves the following two functions: 1) Bridging aligns the bottom chords after they are set so they are uniform along the ceiling line. This, in turn helps minimize wary ceilings' after the installation of drywall. 2) Bridging helps 'plantng-out' the transitional or relative deflection of adjacent trusses due to an offset in spans. In either case, strongback bridging should not be attached to adjacent trusses that need to be jacked into place more than W inch. Strongback bridging In roof trusses does not serve as temporary or permanent bracing and is not Intended to help distribute or share design loads between trusses. Consequently, no design loads have been accounted for with this detail and continuous strongback bridging should not be attached between common and girder trusses that have more than W inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MIMINMUM OF 2X6, AND SHALL BE ATTACHED WITH A MIiIMUM OF THREE 16d COMMON OR (3) 0.131 X 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 Anerlca. The use of strongback bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nailing requirements shorn are consistent with ANSI/TPI 1-2002 for strongback bridging. I, . l.._ . , , . - % . , .., z N.T.S -Not To Scale) 66s6og9ec6DBeldldsDet5f638-65fBBREF11 E [R) Design Crit: TPI-2002(STO)/FBC PLT TYP, Wave C RT-1.DO ].25 10 0 7.31.II Y:I FL ] E - YAIInIN• .01111ww3[ r,UW UII 1. r.Ult•riY. +..Kin. ,xVnM. Uw4l1.I •II 11•CIrI. u.1r.: —urn MII Tt. III` 1. TC LL PSF REF R081- 48357 BIT a {IYI UI.[ In Mtrt Ivm unI•nuo. 1:•m'a.oucuc..I. nia,lI. _"' ' . « D TC DL PSF DATE 07 /28/09 11nullt Iu1GT11 To MIn M U 4A P.MULI•ATTIIxn III,CIx.•L Mr[1J Ar0 IITTO.IM LI" l A PI rEKLT •T`.I.0 U/10 1[tll," Q tt gV 'ci1'gPZs BC OL PSF DRW HCUSR08) 09209796 ALPINE IMr011TAMT••Iuu[M • [In CI n K.i« n M (OTLL4rUr I. —To. M IIIuc. K .L.. IIri.T,I.nMnu,lwcn.•T uw.11v,val c I:III.c«.w.ccan i"::(n TI M. WCtIM, MLrI C. In tLLUtl .IUCl x1 H TIRu, NoJZ212 9 BC LL PSF HC-ENG OR/DR AR36ant. ovwu ur. AwtTuwr nanun u w I.lmw mu. ptc. IT .r... w m. m Ic1 n ul. nut. unT TOT. LD. PSFAtc1un.m .0 n.vl .r el unm .xYulq Mr..m uM1 mn n. •sn noes n ua r.w o nn1 •. unu ar uv:u uurm a nu oo nx. MnTu. rn ...n.0 lu. i CrIf TIE. « rlAn1 IKLn ti 11 In I.AII u IU •I, AI I nll..Irt II t.,. . w•l . 1I q 6TATT? OF 1 9' FCOg10f' DUR .FAC. FROM nwavawaig arapvmm orny Nr. H.fru Ctty, FL 333" FL COA R0273 I ... .... _IIu:xir unum .ecm..a .I ..aueua.c a.a.,vi..«,Ln.—T.nl I— I111U 111M. lili +v nlllII •L ai U ia1 CnC11T 4, uT MILIIM nTU 111E I.ILn1 v TK I. IIIS.. nI,I,1. rc1 MTirTI. 1 ICI. I. Jul fOROLLE SPACING JREF- ITT0081_Z18 Simpson Strong -Tie" Wood Construction Connectors Hangers HU.,HUC hanges may W Installed cn a i rusonry/cork fete wall as described below. Additionally, HU hanger5 w th one flange concealed may ^a installers simdarty. HU and HUC products are heavy-duty lace -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°/m' or greater, at 100% of the table bad. Specify HUC. HU is available with one flange concealed when the W dimension is less than 2Yc" at 100% of the table bad. Speedy as an 'X' ers,on and sr: eci{y flange_ to conceal. For any HU or HUC shown in this catalog. the user may suts:dute all lace nad:; Wdh 1,4' ( 1;W Tilers" 2 screws Model TTN2-26134H). Follow all installation inslruCdens and use the loads nom this ramlon. Material: 14 gauge Finish: Galvanized; ZMAX' and stainless steel available Installation: Attach the hanEeis to corwrete or GFCMU WAS Using hex -head Theis' 2 sci6% s. fiten screws for CF(;MU (1.4' x 21,," — Wx4el Tf N2-25234H) and for mricrete ('A" x 1-W — WxJel T7N2 2513;I-I) are not pro,4ded vnlh the hangers. Drill the -M6"-diameter hole to the specified embedment depth plus 112". Ahernalivety, drill the 3te"-diameter hole to the specified embedment depth and blow it clean using compressed air. Caution: Dversized-cliarneter toles in the base material voll reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor's bad capacity. f ilal InstaQation TWI Kits are available. 1 hey include a Y call bit and hex -hero driver bit (Model TTNT01-RC); a 346" x 41,E drift bit is also available (Model MD618412). A minimum end and edge distance of 1 'h" is required. Options: Fcr skewed 'hangers use 75°c of table UpIA load. If hanger width is gr atri than 31he', then use 80% of table downbrid; othenayse use 100% of table download. Codes: See p.14 for Code Reference Key Chart Concealed fWpts HUC410 HUC410 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall SIMPSON Strong6TJeli y O 279 280 Simpson Strong -Tie' Wood Construction Connectors Hangers (cont.) These products are available with additional corrosion proleci on. For more information, see p.18. SIMPSON Strongl e Model No. Fasteners Allowable Loads (OF/SP) CodeGFCMUConcrete Standard Concealed GFCMU liten° 2 Concrete Titen° 2 Joist Uplift 160) Down 100/125) Uplift 160) Down 100/125) pet' HU26 HU26X 4)'%:' x 1?: 4) ':' x 1 2W 2) 10d x I'h' 335 1.000 335 1.545 HU28 HU28X 6) !%: % 1 fix' 6) %.' x 1?." 4)10d x 1 h" 545 1,500 760 2,400 HU210 H1J210X 8) !•:" x 14,:' 9) !•:" x 1?:" 4)10d x 1 h' S•15 2,000 1 760 2.415 HU46 (Mil.) HUC46 a) ',:" x 1 V 9) ':" x 1 4)10d common 760 2,000 760 3,200 HU46 (Max.) HUC46 121 A" x 1 °.; 02) A" , 6)10d common 1,135 3,000 1,135 3,950 HU26.2 (Min.) HUC26-2 8) !•:' x 1?:' 8) '4' x 1 F." 4)10d common 760 27000 760 3,200 HU26-2 (Max.) HUC26-2 12) vt x 14: 12)'::' x 14: 6)10d common 1 M 1 3,000 1,135 3,950 HU48(Min.) HUC48 10)'.'.' x 1'.': 10) A x 11: 4110dcommon 760 1 2,500 760 3,725 HU48 (Max.) HUC48 14) ;:' x 11: 14) T' x 1"," 6)10d common 7,135 f 3,500 1,135 4,920 HU28-2 (Min.) 11UC28-2 10)x I4 10) A" x 13: 4)10d common 760 2,500 760 3,725 HU28.2 (Max.) HUC28-2 14) Yt x 14+ 14) 7i' x 14 6)10d common 1,135 3,500 i,135 4.920 HU410(Min.) HUC410 14) ',1+'. 14)' x'Y:' 6)10dcommon 1,135 3,500 1.135 4.920 HU410 (Max.) HUC410 18) ",' z 1 181'':' x 1 :',- 10) lod common 1,800 4,500 1.800 4,920 HU210-2 (Min.) HUG210.2 14) IA x I W 14).," x 1 W 6)10d common 1,135 3,500 1,135 4.920 HU210-2 (Max.) HUC210.2 18)'.V x VW 181 -'i' x I4V 10)10d common 1,800 4,500 1,800 5,085 HU28X Skew 45" Not a1a table) 6) 7: x 1?4' 6) '•:" % 14: 4) 10d x 1 h" 670 1.500 _ 67_0 2.400 HSUUR26-2 HSUL/RC26-2 12),,', 1 !Y 02V'e' x ' ' 4)16d x 2h" 900 3.000 900 3,135 1,11.124-2 HUC24-2 4) !•:' x 244' 4) !%'" x 144' 2)10d common 380 1,000 380 1.545 HU212 H112.R' 10) :4" x 23',- 10) "T, x I1V 6)10d x 1'h' 1,135 2.500 1.135 2.665 HU214 Hi1214X 121 L',' x 24' 12) A" x 1.1. 6)10d x 1 h' 1,135 2,665 1,135 2,665 HU26-2 (Min,) HUC26-2 (Min.) 8) '•: x 2L: 9) '." x 1 '4" 4) 10d common 760 2,000 760 3,200 HU26-2 (Max.) HUC26-2 (Max.) 12) ',' x _"f 12) Y x '4,- 6)10d common 1,135 3,000 1,135 3,950 170 HU26-3 (Min,) HUC26-3 (Min.) 8) '%: x 2 ." 8) :%% x I ;.' 4)10d common 760 2,000 760 3,200 lIU26-3 (Max,) I IUC26-3 (Max.) I 2) x 91s 12):':' x 1,V: 6) l0d common 1,135 3,000 1.135 3,950 HU28.2 (Min.) HUC28-2 (Min.) 10) %V x 21T' 10)1'+" x 13:' 4)10d common 760 1,135 _ 2,500 3.725 HU28-2 (Max.) HUC28-2 (Max.) 14)',' x 'V, 14) ::' x 1 t 6) 10d common 3,500 760 1.135 4,920 H1.1210-2 (Min.) IIUC210-2 (Min.) 14) l44' x 945" 14)'A" x 14:" 6) 1Od common 1,135 3,500 1.135 4,920 HU210-2 (Max.) HUC210-2 (Max.) 18) %4 x 24:" 18)'A' x 1 W 10) 10d common 1,800 1 4,500 1.800 5.085 HU210-3 (Min.) HUC210.3 (Min.) 14) x 21i I 4) '," x 1.514' 6)10d common 1,135 1 3.500 1,135 4,920 HU210-3 (Max.) HUC210-3 (Max.) 18)':" x. 2''41' 18) Y. I;i 10) 10d common 1.800 4,500 1,800 5,085 HU212-2 (Min.) HUC212-2 (Min.) 16) 4" x 24V 16)'.Y' x 1 JV 6) 10d common 1,135 4.000 1,135 4.920 HU212-2 (Max.) HUC212-2 (Max.) 22)'-+ x 2?:" 221'•+ r 1 };" 10) 1od common 1.350 5,085 1,350 5.085 HU212-3 (Min.) HUC212-3 (Min.) 16) :: x'Y" 16) .,'x IV 6)10d common 1.135 4.000 1,135 4.920 HU212-3 (Max.) HUC212-3 (Max.) 22) %:" r 2x: 22)'V x 11." 10) 10d common 1,800 5.085 1,800 5.085 HU214.2 (Min.) HUC214-2 (Min.) 181x 244" 18) :':' x 145 8)10d common 1.515 4,500 1,515 5,085 HU214. 2 (Max.) HUC214-2 (Max.) 24)'h" x 7,W 24)14" x 1?:' 12) 1od common 2,015 5,085 2,015 5,085 IU214- 3 (Min.) I IUC214-3 (Min.) 18) ' x 23'.' 181 ',- x.1;: 8)10d common 1.515 4,500 1 1,515 5.085 HU214- 3 (Max.) HUC214-3 (Max.) 24) x T1:' 24) :, x F:•' 12)10d common 2,015 5,085 2.015 5,085 HU216 14I1216X 18)'.',' x 21'," 181 -',' x 1-W 8)10d x I V 1.515 2.920 1,515 2,920 lIU216- 2 (Min.) I WC216.2 (Min.) 20)'%',' e 2 V " 20) '%: x 1 W. 8)10d common 1.515 4.920 1,515 4,920 I IU216-2 (Max.) 101C216-2 (Max.) 26) ,' , i'L% 26) + x 1'i. 12) 10d common 2,015 5,085 2.015 5.085 HU216- 3 (Min.) HUC216-3 (Min.) 20)',:"> 2 ." 20)14' : 1?:" 8)10d common 1,515 4.920 1.515 4,920 lIU216- 3 (Max.) HUC216-3 (Max.) 26) :: x 2}1' 261'7 x 7 .' 12)10d common 2.015 5,085 2,015 5,085 1. Uplift loads have been increased for earthquake or w nd duration wan no funkier increase is allowed; rechx r, when other bads 0mom. 2. Minimum Pe = 2,500 psi and minimum Pm = 1,500 psi, 3. W1xnr only one flange is u>ncueled speedy right or left wncealed flange. 4. Models wi0t'V are not stock items. 5. 11mcluais ,hall be n5leflta such that Titer ° euev& are rx)I x.>prx,cd %, waatlrer. Fasteners: t 6d rwrnnxln = 0.162' du. x 3'c' ling; 16d Y 211 = 0.162' do-1 x 2:i long; 1Gi Lcrruncn = Q 148' d a. x X I mr. 10d x 1 !^i` = 0.148' ^.a. e IV-* Icnp. TTN2-25134H = :;` x 1;:- Tden 2; 1 rN2-25234H - .' r 21.' T,ten 2, 7N25' 3aH = Tdar ;:' x 1 W arxd TriJ?5234H -TGen s:' x 2?i' mc,' :1ko t a used at full rotas kar._,. See pp. 26-271or airier rr:l sire. and I *mrintrnl. UPDATED 04/17/17 Simpson Strong -Tie= Wood Construction Connectors Hangers (cont.) These products are available with adeiuonal corrosion protection. For more information, see p.18. SIMPSON StronggTie Model No. Fasteners AOowable Loads (OF/SP) CodeGFCMUConcrete Standard Concealed GFCMU Titan' 2 Concrete Titan" 2 Jorst Uplift 160) Down 100/125) Uplift 160) Down 100/125) Ref. HU44 HUC44 4) Tl' x ?_ :` 4) V,-: 1 P:" 2)10d common 380 1.000 380 1,545 HU46 (Mir.) HUC46 (Min.) 9) Y' x 2W 8) IW x 1 i4' 4)10d common 760 2,000 760 5,200 HU46 (Max.) HUC46 (Max.) 12) :.' x 2-." 12)'-'.'x 11'4" 6) 10d common 1,135 3,000 1.135 3.950 HU48 (Min.) HUC48 (Min.) 101 Y: r : 4 10) Y: x 1.1 4) 10d common 760 2.500 760 3,725 HU48 (Max.) HUC48 (Max.) 14) !•i" . 2?: 14) !•',' k 1?: 6)10d common 1,135 3,500 1,135 4,920 HU410 (Min.) HUC410 (Min.) 14) l." x 2114- 14) !? x i Y" 6)10d common 1.135 3,500 1,135 4,920 HU410 (Max.) HUC410 (Max.) 18) :.' • 2': 18)111" • 1 :': 10) 10d common 1.800 4.500 I.8C0 4,920 HU412 (Min.) HUC412 (Min.) 16)1::" : 2?•: 16)1.4".149" 6)10d common 1,135 4,000 1,135 4,920 HU412 (Max.) IIUC412 (Max.) 22) .'4" r 2s<" 22) !•+' x I W' 10)10d common 1.800 5,085 1,800 5,085 HU414 (Min.) HUC414 (Min.) 18) A" • 2': 18) • I W 8)1Did common 1.515 4.500 1,515 5,085 HU414 (Max.) HUC414 (Max.) 24) '4" x 2K' 24)' S" x 1 y' 12)10d common 2,015 5.085 2.015 5.085 HU416 (Min.) HUC416 (Min.) 20) % ' x 23: 20)',l;7 x 1 V 81 10d common 1.515 4.920 1,515 4,920 HU416 (Max.) HUC416 (Max.) 26) 14" 12-','," 26)'.," x 114" 12)10d common 2,015 5.085 2,015 5,085 HU66 (Min.) HUC66 (Min.) 8) t-l" • 2's4" 8) 4: • 1?': 4) 16d common 900 2,000 900 3,200 HU66 (Max.) HUC66 (Max.) 12) .' - • _^ ." 12)14 • 1 ":' 6)16d common 1,345 3,000 1,345 3,950 HU68 (Min.) HUC68 (Min.) 101 14" : 2? 10) 14" IV 4)16d common 900 2,500 900 3,725 HU68 (Max.) HUC68 (Max.) 14)',i" x 245" 14) '.': x 14V 6)16d common 1,345 3,500 1,345 4,920 HU610 (Min.) HUC610 (Min.) 14) .4' • 2V 14) :4"' 1?x 6)16d common 1,345 3,500 1,345 4.920 HU610 (Max.) HUC610 (Max.) 18) 4' y 2:W 16) " x 1: Y' 8) 16d common 1.795 4,500 1,795 5.085 HU612 (Min.) HUC612 (Min.) 161'•': x 24V 16) b: x 1 i'1' 6)16d common 1,345 4,000 1.345 4.920 HU612 (Max.) HLIC612 (Max.) 221 ;." x 2W 22) +,' x I i,," 8)16d common 1,795 4.920 1,795 4,920 170 HU614 (Mtn.) HUC614 (Min.) 18) ",V x 2?1 16) .1i" x I "" 8) 16d common 1,795 4,500 1.795 5,085 HU614 (Max.) HUC614 (Max.) 24)V4 x 2•4' 24) :<" . 1 U 12) 16d common 2,U15 SUBS 2,015 5,085 HU616 (Min.) HUC616 (Min.) 20) ::' x 2?'4" 20) :':" < 14''" 8) I6d common 1,795 4,920 1.795 4.920 HU616 (Max.) HUC616 (Mdxj 26) !4" x 2;/4" 26)'.•'4" x 134" 12)16d turnmon 2,015 5,085 2.015 5.085 HU7 (Min.) Not available) 12) 4" - 1 14- If 2) :." " 4)10d x 1'W St; 2,980 760 2,980 HU7 (Max.) Not available) 16) T : 114' 16) , 4' x 1 8) 10d x 1 W 1,085 3,485 1,085 3,485 HUg (Min.) Not available) 181 x 14Y If 8) 4 x I AT, 6)10d x 1 h" 1,135 3,230 1.135 3.230 HU9 (Max.) Not available) 24) N" • 1'.'4" 24) !.- • I N- 10) 10d x 11h" 1.445 3.735 1,445 3.735 HUI1 (Min.) Not available) 221'•a x 11.4' 22)'4"x I ." 6) 1Did x I 1,135 3.230 1.135 3,230 HU11 ( Max.) Not available) 30)': x I;." 30) !." 11 Y" 10) 10d x 1 %" 1,445 3,735 1,445 3,735 HU14 ( Min.) Not available) 28) t- 1 i': 28) 1-: . 11,." 8) 10d x I'h" 1,515 3,485 1.515 3,485 HUI4 ( Max.1 Not available) 361',V x 1?:' 36)14" l?." 14) 10ff x 1112" 2,015 4,245 2,015 4,245 HU3. 25110 Not availablel 22)'•1 x 1 :.' 22) "-V x 1±V 10)10d common 1,895 5,085 1,895 5,085 HU3. 25/12 Not available) 24) ; l?: 24) : I :' 12)10d common 2,015 5.085 2,015 5,085 HU410- 2 (Min.) HUC410-2 (Min.) 14) !'P x i 45" 14) :Y x IVY' 6) 16d common 1.345 3,500 1,345 4.920 HU410- 2 (Max.) HUC410-2 (Max.) 18) 1'.- • 11': 18)'.%: a 13,4" 8)16d common 1,795 4.500 1,795 5.085 HU412- 2 (Min.) HUC412-2 (Min.) 161 ' "x 1 y" 16) 4" x 1 y4" 6)16d common 1.345 41000 1,345 4,920 HU412- 2 (Max.) HUC412-2 (Max.) 22) a' x lai 22)'A" 1 W- 10)16d common 1.800 4,920 1,800 4,920 HU414- 2 (Min.) I IUC414-2 (Min.) 20) V,- x 1 ,'4" 20) V;" 4 IV-" 8) 1Gd common 1,795 4,920 1,795 4,920 HU414- 2 (Max.) HUC414-2 (Max.) 26) 71" x I y:" 26)'•:" x 144" 12) 16d common 2,015 5,085 2.015 5,085 1. Upl.ff bads have been increased for earthquake or vend duration with no further increase is allowed: rad, I:q WflUl other 1 ,EKU gCvern, 2. Minimum Pc = 2.500 psi and minimum I'm = 1,500 psi. 3. When only one flange is concealed specify right or left concealed flange. 4. Models with'X' are not stock items. 5. Roduats s'1a0 be inst,dl-7i1 uJ1 trial Ttrg1' 3drgad Oro not oxpGSu'i; to wcajt1M Fasteners: I Cod n rimion = G. I ci2' di . 31:' 4,ng: I Gd x 215' = 0.162' dia. r 2'.'r' bng, I Go con•nvo•r = 0.148' dia. t 3' long, 1 0f1 x I1W = 0.14W xf4:. x 11.' bno. 1-1142-251341 1 = '' < I =:' Tcen 2: TTIJ2-252341 I = x 21i' Tdran 2; Tl N2513411 = 1 ',^n 14' x 14a' and TTN252341- 1 =Titer !,' x C^t:' ,gay ak;d be frxal at full (able kadr,. See pp. 2Cr27 for odx•r n;A OGes ord .nfonna0)n. UPDATED 04/ 17/17 N O U d) C CO U 41C d) O U t!1 C 0 UL 281 LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower Jinstalled cost, or a combination of these features. All hangers in this series have double shear nailing — an innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common na-Is 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. HGUO hangers provide similar capacities as HGUS double -shear hangers, but they use Simoson Strong -Tien Strong -Drive" SDS Heavy -Duty Connector screws instead of nails for faster and easier installation. In addition, the Strong-Driva SDS Heavy -Duty Connector screws help transfer the load between the piles of the supporting girder when they penetrate an piles. Material: See tables on pp. 236-237 Finish: Galvanized. Some products available in stainless steel or ZMAX' coating; HOUO Lvailatilr; mn HDG; see Corrosion Information, pp.15-18. Installation: Use all specified fasteners; see General Notes. Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. Simpson Strong -Tie Strong Drive SDS Heavy -Duty Connector screws are supplied with the HGUQ. The thickness of the supporting) girder roust be equal to or greater than the screw length for applications where the length of the supplied screws exceeds the thickness of the supporting girder, 3" or 4 h" 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 m Double -Shear Dome Dou Shear r Nailing Nailing Sid Shear Side View. (Aveitable c Nallirg s Do not 4i:' some mo3 Top View + bend tab U.S. Pa:er4 1'ror afs f'ti for MKS ri 1 O • N O •1 C.w B 5/ LUS28 0111"HHUS210-2 SIMPSON Strong -Tie o r D D r r D D • HUS210 HUS26, HUS28, aid HHUS sirnilar) I M US28 w Typical HUS26 Installation with Reduced Heel Height Pruss Designer to provide fastener quanhry for connecting nrulliple nrenrbuis togethei) CL 235 fA O M 236 Simpson Strong -Tie' Wood Construction Connectors w Face -Mount Joist Hangers (cont.) These products are available with additional corrosion , These products are approvae 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. Mot. Heel Heigh) Ga. Dimensions (in.) Fasteners W H 8 Carrying Member Carried Member Single 2x Sites LUS24 2% 18 1% 31h 1V. 4) 10d 2) 10d LUS26 41A 1% 434 13: 4)10d 4)10d MUS26 4% 18 1lt6 53f4 2 G)10d 6)10d HUS26 4V* 16 1 % 53S 3 14)16d 6)16d HGUS26 44 12 1% 5% 5 20)16d 8)16d i US28 4V. 18 1 r1S. 1 134. 6t 10d 4) 10d MUS28 6Ve 18 19fe 6'Ra 2 8)10d 8)1Off HUS28 61h 16 1% 7 3 22)16d 8)16d HGUS28 6%, 12 1% 714 5 36)16d 12)16d LUS210 41/ 18 1-A, 7'31e 13: 8) 10d 4)10d I1US210 8% 16 1% 9 3 30)16d 10)16d 1. See table below for allowable loads. SIMPSON Strong -Tie OF Allowable Loads SIR Allowable Loads SPF/HF Allowable Loads Model No. Upldtl 160) Floor 100) Snow 115) Rwf 125) Wind 160) Uphill 160) Floor 100) Snow 115) Rool 125) Wind 160) Uplifil 160) Floor 100) Snow 115j Root 125) Wind 160) Code Ref. Single 2x Sizes LLLS24 490 670 765 825 1.045 490 725 830 895 1,135 420 575 655 705 895 I IIS26 1165 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 MLIS26 1,090 1,295 1,480 1,605 1,825 1,090 1,410 1,610 1,745 1,825 940 1,110 1,265 1.370 1,570 HUS26 1,550 2,720 3,095 3,335 3,335 1,550 2,950 3,335 3,335 3,335 1.335 2,330 2.650 2,820 2,865 HGIZ26 1.64 4,3fi0 4,8R5 5,230 5,390 1,0`,0 4,725 5,290 5,390 5,390 9n:r 3,750 4,200 14,500 4,f35 f L I.US28 1.165 1,100 1,255 1,360 1,725 1165 1,200 1,365 1,480 1,835 1,005 940 1,075 1,105 1,475 MUS28 1,555 1,730 1,975 2.140 2,645 1,555 1,880 2.150 2,330 2,645 1,335 1,475 1,690 1,830 2,275 17, FL. L17 IIUS28 2,000 3,965 4,120 4,220 4,335 2,000 3,790 3,960 4,070 4,335 1,720 2.905 3,035 3125 3,435 IiGIIS28 1,790 6,745 6,970 7125 7,275 1.190 6,460 6,705 6,870 7.275 1,540 4,960 5,160 5,290 5,745 Fl. Ll1S2iC I,IfiS 1,340 1,525 1,650 2.090 1,165 1,445 1,66D 1,795 2,270 1,005 1,145 1,305 1415 1,745 17, FL, L77 HI1S210 3,000 4,255 4,445 4,575 5,020 3,000 4,105 4,310 n,450 4,930 2.580 3,150 3,315 3.425 3,815 Note: For dlrnensloru and fastener Information, see table above. See table footnotes on p. 237. HHUS/HGUS See Hanger Options information on pp. 121-123. HHUS - Sloped and/or Skewed Seat HHUS hangers can be skewed to a maximum of 45" and/or sloped to a maximum of 45• For skew onty, maximum allowable download is 0.85 of the table bad For sloped only or sloped and skewed hangers, the rnaximulrl allowable download is 0.65 of the table bad Uplift loads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2.475 lb. The joist must be bevel -cut to allow for double shear nailing HGUS - Skewed Seat HGUS hangers can be skewed only to a maximum of 451. Allowable bads are: HGUS Seat Width Joist Down Load Uplift W < 2" Square cut 0.62 of table load 0.46 of table load W < 2' Bevel cut 0.72 of table load 0.46 of table load 2" < W < 6" Bevel cut 0.85 of table load 0.41 of table load 2" < W < 6" Square cut 0.46 of table load 0.41 of table load W > 6' Bevel cut 0.85 of table load 0.41 of table load Jside Acute side 0- ` f Specify angle Top View HHUS Hanger Skewed Right Joist must be bevel cut) All joist nails installed on the outside angle (non -acute side). Simpson Strong -Tie' 'Nood Construction Connectors Face -Mount Hangers These products are available wnih add.tional corrosion ® These products are approved for installation wnlh the Strong -Drive" protection. For more information. see p. 18. SD Connector screw. See pp. 39-40 for more information. a SIMPSON Dimensions (in.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads CodeModellHiiHGa. W H CarryingD Member Carried Member UpliftFloor 160) 100) Snow 1151 Roof 125) Wind 160) Uplift 160) Floor 100) Snow 1151 Roof 125) Wind 160) Reif. Double 2x Sizes LUS24-2 2'/4 18 3 h 3 h 2 4)16d 2)16d 440 800 910 985 1,250 380 680 780 845 1.070 LWS26-2 4115a 18 3'A 4 4 2 4) l6d 4)16d 1.165 1,030 1,180 1,280 1,625 1,000 880 1,010 1.090 1,385 17, L77, FL HHLIS26-2 434 14 3%. 5% 3 4)16d 6) 16d 1,550 2,785 3,155 3,405 4.2FS 1335 2.390 2,710 2.925 3,fi65 HG SS26.2 4% 12 3 a 5rha 4 20)16d 8) 16d Z155 4,355 4,975 5.230 5,575 1.855 3,750 4.200 4,500 4.795 HGU026-2-SDS3 514 12 345a 5r/a 4 12) ;. x 3' SDS 4)'"W x 3" SDS 1,635 5.040 5.565 5565 5.565 1,175 3,630 4,005 4,005 4,005 FL LUS28-2 4%6 18 31h 7 2 6)16d 4)16d 1165 1,315 1,500 1,625 2,060 1.000 1,125 1,285 1,390 1,765 HHIJS28-2 6% 14 345. 7% 3 16' l6d 2,000 4.210 4,770 5,140 6,440 1,720 3,615 4,095 4,415 5,375 17, L17, FL HGUS28.2 6%6 12 3rria 731a 4 36)16d 12116d 3,235 7,460 7,460 7,460 7,460 2,765 6,415 6,415 6,415 6.415 HGU028-2-SDS3 71A 12 3if6 7-VK 4 20)1W x 3' SDS 61''W x 2' SDS 2.565 7,330 7,330 7,330 7330 1,845 5,280 15,280 5,280 5.280 FL LUS210.2 67,1. 181 3''A 9 2 8)16d 6)16d 1,745 1,830 2,090 2,265 2.870 1,500 1,%5 1,785 11.935 2 /5S HHl9510-2 8% 141 3hr 81A 3 16d 10)16d 3 7=S 5,635 6,380 6,880 7,165 3,525 4,835 9,27015,390 5,765 17, L17, FL HGUS210-2 8ri/a 12 3 Fa 944a 4 r (46) I6d 16)16d 4.095 9,100 9.100 9.100 9,100 3,525 7,465 7,T,x0 117.825 7,825 HGU0210-2-SDS3 9% 121 34'u 9:A, 4 1 (28) 'A x 3' SDS I (8)'A" x 3"SDS 3,440 7,415 1,415 7,415 7,415 2,475 5,340 5,340 1 5.340 5 340 FL Triple 2x Sizes HGUS26-3 4'T16 12 4'iS6 Sh 4 20) 16d 8) 116d 2,155 4,355 4,875 5,230 5,575 11.855 3,750 4,200 4,500 4.795 17. L17, FL HGU026-3-SDS4.5 514 12 4'ifa 5h 4 p2)'/.'x4'h'SDS 4)Y.'x4'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 6 3Sc 12 4'3Sa 7'/. 4 iG)1(d 12) l6d 3,235 7,4G0 7,4G0 7,4G0 7,460 2,765 6,415 G,475 6,415 G,415 17, L17, FL HGU028-3-SDS4.5 7M 12 4 r% 71A 4 0)'/.' x 4'h' SDS 6)'A x 4'ri SDS 2,565 8.400 9.175 9.175 9.17519JC0 1.845 6,050 6.605 6,605 6,605 FL HGUS210-3 8 Ww 12 4'4Sa 9 h 4 46)16d 16)16d 4,095 9,100 9,100 9,100 3,525 7,825 1,8'25 825 7,825 17, L17, FL HGU0216.3-SUS45 9M 12 4'iAa 91/4 4 28)'/.' x 4'h- SDS 8)'/' x 4'h'SDS 3.440 9,745 9,745 9.745 9,745 2,475 7,015 015 7,015 015 FL HGUS212-3 1044 12 4'41a 10i: 4 l6d 2r>)16d 5.045 9,600 9.600 9,300 9,600 4,335 8.255 8,255 8,255 8,2S5 17, L17, FL HGUS214.3 1235 12 4'ia 124'. 4 66)16d Zf 16d 5,515 10.100 10,100 10,100 10,100 4,745 8,C185 8,685 8.685 6.665 Quadruple 2x Sizes HGUS26.4 5% 12 1 654r 5A6 1 4 0)16d 8) 16d 2.155 4,355 4.875 5,230 5575 1455 3,750 4,200 4.500 4,795 T. L17, FL HGU026-4-SDS6 5h 121 69Aa I 5'ha 1 4 1 (12)l6'x6'SDS 4)1A"x6"SDS 2.375 5.040 5,165 5,165 5,165 1,710 3,630 3,720 3,720 3.720 FL HGUS28.4 7'/. 12 G5S. 1 7i6 1 4 1 (36)16d 12)18d 3,235 7,4G0 7,460 7,460 7,4G0 2,765 6.415 6,415 6,415 6.415 17, L17, Ft. HGU028-4-SDS6 7M 12 6%6 7i5a 4 20) "W it 6' SDS 6)'/." x 6" SDS 4,020 8,400 8,660 8,860 8,860 2,890 6,050 6,380 6,380 6 380 FL HGUS210-4 9 % 12 651. 9M. 4 46) 16d 16)16d 4,095 9,100 9,100 9100 9.100 3,525 7,825 7,825 7,825 7,825 17, L17, FL HGU0210-4-SDS6 9'A 12 641a 9ifa 4 i8)'/i x 6' SDS 8) 'A" x 6" SDS 4.170 10,26010.26010,26010,260 3,000 7,385 7.385 7,385 7.385 FL HGUS212-4 10% 12 65Sa 10 K 4 G)16d 20) l6d 5.045 9,600 9.600 9,600 19,600 4,335 8,255 8.25518,255 8,'255 17, L17, FL HGUS214-4 19% 12 6%. 19% 4 66)16d 22)16d 5,515 10,100 10,100 10,100 10,100 4.745 8,685 8,685 8,685 6" 4x Sizes _ WS46 4* 18 34ia 4Y 2 4) 16d 4)16d 1.165 1,030 1,180 1,280 1.625 1,000 880 1,0i0 1,090 1,385 HGUS46 4rlr 12 3% 4Ma 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 HHUS46 4i'16 14 3% 51Aa 3 14)16d 6)16d 1,550 2.790 2.160 3,410 4,265 1.335 2,390 2,710 2,925 13,665 II611046-SDS3 5l4 12 3% 4 h 4 12) K" x 3" SDS 4)1/.' x 3" SDS 1,1335 5.040 5,165 5,165 51G5 1.175 3,630 3,720 3,720 13,720 IL LUS48 4*18 3%, 6 /, 2 6)16d 4)16d 1,165 1,315 1.500 1,625 2.060 1.000 1,125 1.285 1,390 11,7r,5 NUS48 6h 14 3%. 7 2 6)16d 6) 16d 1.550 1,595 1,815 1.860 2,470 1550 1,365 1.555 1,680 2.115 17, L17, FL HHUS48 6'h 14 3% 7'A 3 22)16d 8)16d 2.000 4,215 4.776 5.150 6.440 1.720 3.615 4,095 4.415 5535 HGUS48 67A& 12 3% 7M6 4 36)16d I2116d 3,235 7,460 7,460 7,460 746U 2,785 6,415 67415 6.415 6,415 HGU048-SDS3 7A 12 3% 6'A 4 20)'/.' x 3' SDS 6) %" 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'''A 18 3Hra B'Y. 2 8 16d no 16d 1.745 1,930 2.090 2.265 2,870 1.500 1,565 1.785 1.935 2.455 HHUS410 8* 14 3% 9 3 30) I6d 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'% 12 3% 9M6 4 46)1Gd 1G)16d 4,095 9,100 9,100 9,100 9,100 3,S25 7.825 7,825 7,825 7,825 I IGU0410-SDS3 9'A 12 3% 8 h 4 2!3)'/.' x 3' SDS 6) %7 x 3" SDS 3,440 7,415 7,415 7.415 7,415 2,475 5,340 5.340 5,340 5.340 FL HGUS412 to,/" 12 3% 10% 4 56)16d 20)1Ed 5,045 9,600 9.600 9.600 9,600 4.335 8,255 8.255 8,255 8.255 17, L17, I L HGUS474 11'h 12 3%12'ha 4 66)16t1 22)16d 5,515 1 10.1001Q100 10.00 JTD,100 4,745 8,685 8.fi85 8,685 8,685 1. UpI it loads have been increased for wind or earthquake leading 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 loads. For less than minimum heel height, see technical buleiil T-C REDHEEL at strongbe.com. 4. Truss chord cross -grain tension may I ma allowable loads in accordance with ANSVTPI 1-2007. Simpson Stiong Tie" Connector Selector ' Software includes the evaluation of crossrain tension in its hanger allovabk bads. Fur add6anal information, contact Simpson Sirorng-T e. 5. Simpson Strorg-Tie• Strong-Drve SDS Heavy -Duty Connector screws are permitted to be instated through metal truss plates as approved by the Thus Designer, provided the requirements of ANSVFPI 1-2014 Sections 7.5.3.4 and 8. 9.2 are met (pre[inting required through the plate using a maxmurn of Va' bit). 6. StrongDrrve SDS Heavy -Duty Connector screws that penetrate all plies of the supporting glider (screws must penetrate a un.nitrurn of 1 • into the Last truss ply) may also be used to transfer the loac through all the plies of the suoporting girder. When Strong-0nve SDS Hea HX4 Connector screws do not penetrate all pies of the supporting girder taus, supplemental Strorg-Drive SDS Heavy -Duty Connector : crows at the hanger locations may be required to transfer the bad to the truss pies not penetrated by the fare fasteners. as determined by the Designer. 7. The supponng girder Inns must have adequate thickness to accommodate the screw length, so that the screw does net protrude out the back of :he girder. 3'- or 4'h'4ong Strong -Drive SDS Heavy -Duty Connector screws may be cubstltuted for the longer Strong-Drte SDS Heavy -Duty Connector screws wrath no load reduction. 9. Loads shown are based on min mum of 2-pty 2x carrying member for nailed hangers. Willi 3x carrying members, use 16d x 2W nails into the header and l6d commons into the joist with ro bad reduction. With single 2x carrying members, use 10d x 1 h" nails unto the header are 10d canons into the joist, and reduce the bad to 0.64 or the table vplue. 9. Nails: 16d = 0.162' da. x 3'h' long. See pp. 26-27 for other nail sizes and information. M C 237 Simpson Strong -Tie' 14/6od Construction Connectors Face -Mount Truss Hanger The HTU face -mount truss hanger has nail patterns designed specifically for shallow heel heights, so that full allowable bads (with minimum nailing) apply to heel heights as low as 37b'. 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'h" max. to allow for greater construction tolerances (maximum gap for standard allowable loads is 'A' per ASTM D1761 and D7147). See technical bullehn T-GHANGERGAPS at strongtie.com for more information. Material: 16 gauge Finish: Galvanized Can be installed filling round holes only, or filling round and mangle holes for maximum values See alternate installation for applications using the HTU26 on a 2x4 carrying member or HTU28 or HTU210 on a 2x6 carrying member for additional uplift capacity HTU may be skewed up to G7'W. See Hanger Options on p. 239 for allowable loads. See engl if-A:riiyj teller L-C-FfI IISD at strongtie.com for installation with Strong-Dine'SD fasteners. Codes: See p.14 for Code Reference Key Chart H HTU26 Typical HTU26 Minimum Nailing Installation max. gap behveen end of truss and carrying member HTU Installation for Standard Allowable Loads For 112' maximum gap, use Alternate Allowable Loads.) PF These products are approved for Installation with the Strong-Drlve° SD Connector screw. See pp. 39-40 for more information. Standard Allowable Loads (1/e" Maximum Hanger Gap) SIMPSON StrongiTie Alternate Installation - HTU28Installed on 2x6 Carrying Member HTL/210 similar) Model Min. Dimensions (in.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code No. Keel Height W H I 8 carrying Member I Carried Member Uplitt 160) Fbor 100) Snow 115) Root 125) Wind 160) Uplift 160) Floor 100) Snow1 (115) Root1 (125) Wind 160) Ref. Single 2x Sizes HTU26 3h 1% 51/* 31h 20) l6d 11)10dx 1 1h" 730 2.940 3.045 3,045 3,045 630 1,920 1,920 1,920 1,920 HTU26 (Min.) 37A I% 57/r Th 20) 1Gd 14)10d x 11,6" 1.250 2,940 3,200 3,200 3,2130 1.075 2,015 2,015 2,015 2,015 n1U2G (Max.) 51h 1% 57/e 3'h 20) 1Gd 20)10d 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.) 37h 1% 7SSc Th 26) 16d 14) 10d x 1'h" 1.235 3,620 3,895 3,895 3,895 1.060 2,920 2,920 2,920 2.920 L17, HTU28 (Ma .) 71/ 14S 7)k 3'h 26) I6d 26) 10d x 1'h' 2.140 3,620 4,340 4,680 5,435 1,840 3,285 3.730 4,025 4,675 FL KTU210 (Min.) 37A 1% 9)46 3'h 32) 16d 14) 10d x t h" 1,330 4,355 4.355 4,355 4,355 1,145 3,265 3.265 3,265 3,265 HT6216 (Max.) 9'/ 13Y 9yi, 3% 32) 16d J2) 1Ud x 1 h' 3,315 4,705 5,345 5,760 5,995 2,850 4,045 4.595 4,955 5,155 Double 2x Sizes HTU26-2 (Min) 37h 33St 5% 3'h 20) 16d 14) 10d 1,515 1 2,940 3,340 3,600 1 3,910 i.305 2,465 2,465 2,465 2,465 HTU26-2 (Max.) 51h 3446 5%x Th 20)16d 20)10d 2,175 2,940 3,340 3.600 1 4,485 1.870 2,530 2,870 3,095 3,855 1iT1128-2(A1in.) 3h 3 s 7y 3h 2G)16d 14)10d 1,530 3.520 4,310 4,310 4.310 1,31.5 3,235 3,235 3.235 17. HTU28-2(Max.) 7S'. 3M6 714s 3h 26116d 26) 10d 3,485 3.820 4,340 4,680 5,850 2,995 3.285 E23 4,025 5,030 FL HTU210-2 (Min.) 376 34'c 9yr 3'h 32)16d 141 10d 1,755 4,705 4,815 4,815 4,815 1,510 3,610 3,610 3.610 HTI1210-2 (Max.) 9h 3h4s 9YA 3'h 32)16d 32110d 4,110 4,705 5,345 5,760 7,200 3,535 4,045 4,955 6,190 1. The maximum hanger gao is measured between the joist (or truss) eno and the carrying memoer. 2. Minimum heel heights required for fug table bads are based on a mminhum 2/12 pitch. 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 downloac rating. 5. For hanger gaps te;ween h' and W, use the Alternate Allowable Loads. 6. Tnimm chord cross-gra n tension may Ihni: allowable, loads in arxordanCP. with ANSI7TP1 1-2014. Simpson Strong -Tie° Connector Selector Software includes the evaluation of cross -grain tension in its hanger allowable loads. For adcitlonal Information, contact Simpson Strong -Tie. 7. Loads shown are based on a minimum 2-py 2x carrying member. For single 2x carrying members, use N 10 (10d x 1 h') nails into the header and reduce the allowable download to 0.70 of the table value. Tie allowable uplift is 10006 of the taola bad. 8. Nails: 16c - 0.162' dla, x Th' long, 1 Cd = 0.148' dla. x 3' long, 10d x 1 W = 0.148' dia. x 1'h' long. See pp. 26-27 for other nail 117es and information. 238 UPDATED 04/17/17 Simpson Strong -Tie" Wood Construction Connectors Face -Mount Truss Hanger (cont.) OF These products are approved for installation with tie 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 CodeModel No. Heel Height Carrying Carrying Carried Uplift Floor Snow Roof Wind Uplift Floor Snow Roof Wind Ref. jn.) Member Member Member 160) 100) 115) 125) 160) 160) 100) 115) 125) 160) HTU26 (Min.) 3h 212x4 10)16d 14)10d x 1 h" 925 1.470 1.670 1.800 2.040 795 1,265 1 1,435 1,550 1,755 HTU26 (Max.) 5'h 2) 2x4 00)16d 20)1Dd x 11h' 1,310 1.470 1,670 1.800 2,250 1,125 1,265 1,435 1.550 1.935 17, HTU28 (Max.) 71A 2)2.6 20) 16d 2G)10d x i'h' 1.970 2,940 3,340 3,600 3.905 1,695 2.530 2.870 3,095 3,360 FLFL HTU210 (Mex71 9'1A 1 (2) 2x6 20)16d 32)10d x 1 le 2,760 2.940 3,340 3,600 3,905 2.375 2,530 2,870 3,095 3,360 1, See table above for dimensions and additional footnotes. 4. Nails: 16d = 0.162' dia. x 3 h' long, 10dx11h = 0.146' dia, x 1 h' long. 2. Maximum hanger gao for the alternate xtstallalion is W. See pp. 26-27 for other nad sizes and information. 3. Wind (160) is a download rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Modal Min. Dimensions (in.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Cod No. Heel Height W H 8 CarryingMember Carried Member Uplift 160) Floor 100) Snow 115) Roof 125) Wind 160) Uplift 160) Floor 100) Snow 115) Root 425) Wmd 160) Ref, Single 21r Sizes H1U268 31h 1% 5M. 3'7, 20)1Gd 11)10dxIV," 6-10 2,/35 1 2.135 2,/35 2,135 5/5 1.12S 1,/2S 1,725 1,/25 HTU26 (Min.) 3'h i% SM. 3'h 20)16d 14110d x 11h' 1.175 2,940 3,100 3,100 3.100 1.010 1.955 1,955 1,955 1,955 HTU26 (Max.) S'h I% 5M6 3'h 20)16d 20)10d x 1'h' 1,215 2,940 3,340 3,600 3,760 1,045 2,370 2,370 2,370 2,370 17 IITU28 (Min,) 3'h 1% 7%. 3'h 26) 16d 14) 10d x 1 h" 1,125 3,770 3.770 3,770 3,770 970 2,825 2,825 2.825 2,825 L17, HTU28 (Max.) 7h 1% 7% 3'h 26)16d 26)10d x 1 h' 1.920 3,820 4.340 4,680 5,015 1,695 3,285 3,730 3,765 3,765 FL HTU210 (Min.) 3% 1% 9'h. 3'h 32)16d 14) 10d x 1 h" 1.250 3.600 5,600 3,600 3,600 1,075 2,700 2,700 2,700 2.700 HTU210 (Max.) 9'-A 1% 9F. 31h 32)16d 32)10d x 11" 3,255 4.705 5,020 5,020 5,020 2.800 3,765 3,765 3,765 1 3,765 Double 2x Sizes HTU26-2 (Min.) 37A 315. 5h. 3'h 20)16d 14) 10d 1,515 2,940 1 3,340 3,500 3,500 1,305 2,205 2,205 2.205 2,205 HTU26-2 (Max.) 5'h 3Mi 5'hc 316 20)16d 20) 10d 1.910 2,940 13,340 3,500 1 3,500 1,645 2,205 2,205 2,205 2,205 HTU28-2 (Min.) 3% 34fi 71A, 31h 26)16d 14) 10d 1,490 3,820 3,980 3,980 3,980 1,280 2,985 2,985 2,985 2,985 17, HTU28-2 (Max.) 7'/. 3% 3 h 26)16d 26) 10d 3,035 3,820 4,340 4,6'0 5,555 2.610 3,285 3,730 4,025 4.165 FLFLHTU210-2(Mn.) 3% 3?Sc 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 HIU210-2(MaxJ 9h 31fi 9A. 3'/. 32)16d 2)10d 3,855 4,705 5,345 5.760 6,470 3.315 4,045 4,595 4,855 4,tS55 See :able footnotes on p. 239. Options: See Hanger Opliorts information on pp. 121-123. Skewed Seat Skewable 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 Skew Angle No. Degree) Carrying Carried Uplift Download Uplift Download Member Member 133/160) (100/115/125) 133/160) (100/115/125) 51 20) 16d 14) 10d x 1 h' 1.315 2.945 1,130 2,530 HTU26 51-6714 20 16d 12110d x 1 1h' 970 2,595 835 2,230 51 26)16d 20) IOd x I W, 2.015 3,060 1,730 2.630 HTU28 51-67'h 26)16d 1 /) 10d x 1 b' 1,455 2.815 1.280 2,420 51 32) 16d 26 10dx I'/," 2,715 3,175 2,335 2,730 HTU210 51-67 h 32)16d 22110d xt W 2.005 1 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 26) 16d 20) 10d 2,470 3,890 2.120 3,345 HTU28-2 51.671h 2616d 7 10d 1,710 3.775 1.470 3,245 51 32) 16d 26) 10d 3.600 4,935 3,100 4,245 HTU210- 2 51. 671h 321 16d 22)10d 2.255 4,790 1 1.940 4.120 A" flange Acute tlange side 0' Specify angle Top View HTU Hanger Skewed Right < 51' 0 Spwangle 51 • to 6714' 1. Upkli loads have been inereasnd for wutd or 3. Maximum hanger gap between trrid of joist (nuss) aid face of Top View HTU Hanger earthquake loading with no further increase carrying member is W. Skewed Right 2 51' a0cwed. Reduce wnere other bads govern. 4, Nails: I Gd = 0.1132' dia. x 3'h' long, 10dx I h = 0.148' dia. x I'h' lorg, 2. Allowable downloads may rot be increased. 10d = 0. 148' da. x 3' long. See pp. 26-27 for other nal sizes and information. 239 Simpson Strong -Tie- Wood Construction Connectors Adjustable Truss Hangers This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cast, or a combination of theso features. The THA series have extra long straps that can be field-founed to give height adjustabilfly 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 ZMAXe 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 nails shall not be within'/: from the edge of the top flange members. For the THA29, nails used for joist attachment must be driven at an angle so that they peneliale through live corner of the joist alxl into the header. For all other top flange installations, straighten the double shear nailing tabs and install the nails straight into the joist. Face Mount Installation — Install all face nails according to the table. Not all nail holes will be tilled 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. ARemate Installation — The THA 4x hangers may be installed in a top flange configuration using the tabulated fasteners for face -mount installation and achieve the face -mount installation bads. Instal the tabulated face nails into the face and top of the carrying member. Nails used for the joist attachment must be driven at an angle so that they penetrate through the correr 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 3W (except THA413) and larger, with no bad reduction - order THAC hanger. Codes: See p.14 for Code Reference Key Chart to, THAC422 I HA42 rTHA422-2 THA4262 U*" I/ THAC. 422 L IY'typtal 2W for IHA422-2 iird 1HA425.2 0: .O f• w THA418 Double 4Y2- Use tug table value Single 4Y2 - aM Straighten the double shear wiling labs and install straight Into the joist Typical THA Top Flange Installation on a Nailer except THA29) Alternate Installation n1 TNAAA9 rN • Double -Shear Dome Double -Shear Double- N Naifng r NadngSide View Shear Side View. (Avarlahle on Top flew t Do nor .,.5 some models) bend lab U.S. Patent 5,603.580 S footr SIMPSON Stroll , Z' ie 2 face mds Total) 4 top nails tat) Straighten the double shear nailing tabs and instal nads straight Typical THA422 Top Flange Installation on a 4x2 Floor Truss ea I. — Mount Installation Y"" Top Flange Installation Min. imader fepth 229 Simpson Strong -Tie' Wood Construction Connectors Adjustable Truss Hangers (cont.) These products are available wish additional corrosion protection. For more information, see p. 18. a 0 a 230 SIMPSON StTOng Tie Model No. Ga Dimensions (In.) Min.' Top Flange Min. Hoader Depth Fasteners OF/SP Allowable Loads SPF/HF Allowable Loads Code Ref. W H C Carrying Member Carried Member Uplift 160) Floor 100) Snow 115) Roof 125 Wind 160) 160) 160) Floor 100) Snow 115) Roof 125) Wind 160) Top Face Straight Slant Top -Flange Installation' THA29 18 1% 9'166 5h 2'A6 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% 135Sc 51A 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% 1731c 51h 2 4)1Od 2)10d 4)1Od x 114' 1.615 1,615 1.615 1,615 1,280 1,280 1,280 1,280 THA218-2 16 31A 17'Ke 8 2 4)16d 2) 16d 6) 10d 2,245 2,245 2.245 2,245 1,935 1,935 1,935 1,935 18. L15. THA222-2 16 3h 22316 8 2 4)16d 2)1Gd G)10d 2,245 2,245 2.245 2,245 1,935 1,935 1,935 1,935 FL THA413 18 3% 134fc 41,1 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% 17 h 7A 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 77A 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 71A 2 4)16d 4) l6d 6) 16d j - 2,435 2.435 2,435 2,435 2.095 2,095 2,095 2,095 FL THA422-2 14 7'/. 221141 W4 2 4)16d 4) 16d G)1Gd 3.330 3.330 3,330 3,330 2,86512,865 2,8G5 2,865 2,865 FL,170 THA426-2 14 7'/. 26156 9i'i 2 4) 1Gd a)16d G) l6d J 3,330 3,330 3,330 3,330 2,8G5 2,8G5 2,8G5 FL,170 Face -Mount Installation' THA29 18 1% 91146 514 9% 16) 10d 4) 10d 560 2,125 2,310 2,350 2,350 480 1.740 1,785 1,815 1.815 THA213 18 1% 134fc 5'h 131rSc 14) 100 4) 10d 1,170 1,955 2,020 2 165 2,065 780 1,681) 1,735 1.775 1,775 THA218 18 1% 1745c Sib 17-Y6 18) 10d 4) IOd 1,170 1,955 2D20 2,065 2,065 780 1,690 1,735 1,775 1,775 THA218-2 16 3'A 17'yrs 8 14 'A. I (22) 16d 6) IN 1,855 3,695 3,695I3,69513,695 1.595 3.185 3.185 3,185 3.185 18. LIS, THA222-2 16 3h 22M, 8 14%, 22)16,1 6) Ifvl 1.855 3,699 3,695 3,695 3,695 1,5!IS 3.185 3,1115 31&S 3.185 FL THA413 18 3•% 13356 41/1. 13)1 14) IOd 4) 10d 1.170 1,940 2.235 2,400 2.400 780 1,660 1,010 2,075 2,210 THA418 I 3% 171h 7A 106 22) 16d 6) IGd 1355 3,695 3,695 3,695 3.695 1,595 3,185 3,185 3,185 3,185 THA422 16 3% 22 h 14'Ac 22)16d 6)16d 1,855 3.695 3.695 3,695 3,695 1,595 3.185 3,185 3,185 3,185 THA426 14 3% 26 7A 1G1Sc 30) 16d 6) 16d 1.855 4,480 4,480 4,480 4,480 1,595 3.855 3,855 3.855 3.655 FL THA422-2 14 714 22'%6 9% 164i6 30) 16d 6) 16d 1,1155 5,160 5,52015.520 5,520 1,595 4,44g 4,745 4.745 4,745 FL,170 THA426-2. 14 7'/. 1 26'Ac 1 13% 18 1 - 38) IW 6)16d 1.855 5,520 5,520 5.520 5,520 1.595 4,745 1 4.745 4.745 4.745 FL,170 1. Upl tt has been increased 6016 for w nd or earthquake loading w:h no further increase allowed; reduce where other loads govern, 2. Wind (160) is a download rating. 3. For single 4x2 top chord carryntg rnemoers or single 2x milers. the following THA hangers can be installed using 10d x 1'h' top mils and (2) 16d face nails with reduced allowable loads as noted: THA418/Tl-fA422: 1.41510. for DF/SP, 1.215IN for SPF. THA426: 2,245 lb. for DF/SP, 1,930lb. for SPF; TFIA422-2/THA426-2: 2,345 lb. for DF/SP, 2,015 lb. for SPF. Loads are basso on hanger installations at panel points. 4. Face -mount installation bads are based on minimum of 2-ply 2x carrying member. For sirgle 2x tarrying members, use 10d x t'h' nails into the carving member and tabulated fasterers into the earned member, arc use 0.80 of the fable value for 18 gauge, and 0.68 of the table value for 16 gauge and 14 gauge. 5. Min. lop Flange refer; to the hmimum length of Strap that must be field formed over the header. 6. For 111e THA 2x models, one strap may be installed verticalty according to the face mount nailing requirements ane the other strap wrapped over the truss chord according to the top Ifange nailing requirements (see drawing on p. 229) and achieve lull tabulated top Range installalion loads. 7. Nails: 16d = 0.162- do. x 3h- long. 10d = 0.148- dia. x 3' long, 10d x 1'6' = 0.148' da, x 1 h' long. See pp. 26-27 Ion other nail sizes and information. K1 Simpson Strong -Tie= Wood Construction Connectors Skewed Truss Hangers Designed for 4x2 floor trusses and 4x beams, the THARA-422 has a standard skew of 45'. Straps must be bent for top Range installation. PAN nailing helps eliminate splitting of 4x2 truss bottom chords. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes Straps must be field -formed over the header a minimum of 21h' Minimum and maximum nailing configurations available — see table for nailing requirements Codes: See p. 14 for Code Reference Key Chart THAL422 SIMPSON Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord 1 Dimenslons , Mtn: Top Fasteners Allowable l:o s SPF/HF Agowable Loads i Model t1 No. ` Ga. in:) Chord on Carrying Elledive Height Carrying Member" Carried Member itss a uplift; iFloort .'Snow; Roof-, Uphlt. Floor Snow Roof' Code W H I.0 Top Face Straight SlantMemberHOH ti160)`f(100)r,.(115 1 ?)a 160j'(100) 1115) (125) Single 4x2 9min. 4) 10dx1'h' 2) 10dxi'h" 1) IOdxl'h' 2) 10dxlh' 880 880 880 755 755 755 THAR/L422 Min.) 16 3% 22Y. 8 Double 9 to 12 2) 1,525 1,525 1.525 1,315 1.315 1.315 4x2 4) tOd 2) IOd I) lOd 10dx 1'h" 1.15, 15 FL121,090 1,090 1,090 935 935 935 THAR/L422 16 T% 22% 8 D01de 9min., 4)10d 8110d glOd 310s}•r k1675,1'675f 1675. 265 1,440.1,44p 1.440 Max.) 4x2 10d x 1'h' 1. Uplift has been increased for wind or earhquake loading with no further increase allowed• reduce where other loads govern. 2. Roof londs are 1259', of floor loads unless limited by otter criteria. Floor loaes may be adjusted for bad durwons a :cording to the code provided they do not exceeo those in the roof column. 3. Whe'e the top of the carried member is 'ush with the top of the carrying member, Neff is equal to the depth of the carriec member. Otherwise. Hen shad be measured from the top of the bearing seat to the top of the carrying member. 4. Nails: 10d = 0.148" dia. x 3 long, 10d x 1 W = 0.148' da. x 116' long. Sao pp. 2E27 for other nail szos and Information. 241 6jSimpson,Slrong-Tiec Wood Construction Connectors Truss Hip/Jack Hanger The versatile THJA26 can accommodate right- or left -Land 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: GaWn¢ed 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 miss 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 haU jpoint Top View Left -Hand Hip Installation THJA26 mrlarppant I Top View Right -Hand Hip Installation SIMPSON Strong --Tie Typical THJA26 Installation I od 4 Top View Terminal Hip without Center Common Jack Fasteners,' c;r}y0/SPADoiable,Loads-',<"," r SPF/HF_AOowableLoads Model Nn." Carried Member Code 8e1: Carrying T - Upliflh. Floor, r;; •tip rr19 !Ni, Wind Uplift Fbm, Snow• Roof Wind= Member Hip" Jack 1fi0){%.iti(1(lU), 115);ry.(125)1.' hflood, 160)r" 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) 10d x t h' 4) 10d x l h' If l' FLJeckwx240 Y960 G%0', a 7%O c 815 815 195 S80 6/0', 700 700 Total 2,680 3,080y 3,265 1 3,265 785 2,320 2.670 2,800 2,800 1. Uplift loads have been increased for wind or eanhgtaie loading with no further increase alowee; recuce where other loads govern. 2. Wind (160) Is a download ta:rxJ. 3. Loads shown are based on a minimum (2) 2x6 carrying member. For single 2x carrying members (min. 2x6), use 10d x 1 W narts and use 0.67 of the table value. For (2) 2x4 carrying members, muhiplir the download by 0.50. 4.16d sinkers (0.148' da. x 31W long) may be substituted fcr :he specified 16d commons at 0.85 of the table load. S. Tabulated hip and jack allowable loads assume that 75% of the total bad is d stributod to the hip and 25% to the jack. It s permuted to distribute 65% to 85% of the labula"ed total bad to the hip, and the remaining percentage of total bad to the jack. The combined hip and jack bad may nct exceed the published Total Load. 6. For terminal hips, drvide the total allowable bad by 2 to determine the alowaole bad for each hip, 7. Truss chord cross -grain tension may limn allowable loads in accordance with ANSVTPI 1-2014. Simpson Strorg-Tib` Connector Selector" software includes the evaluation of cross -grain tension in its hanger plowable loads. For additional information, contact Simpson Strong -Tie. 8. Nails: 16d = 0' 162' oa. x 3'h' Iona, 10d x 11h' = 0.148* dia. x IV long. See pp. 26-27 for other nail sizes and nfcrmalran. 247 VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade-Minumum Reauirements TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE apples 4'-D" for 70 psf (TL) and 20 psf (TD) Max. the crlppes for each row, starting from the valleys or slsepam mrktng Inward to the ridge board so that cripple locations are gored between rows. Tyol nnection Requirement Notes W"rakerito ridge 416d toe -nails: Cripple to ridge 4 16d toe -mils Ciipple to raker 4 16d toe -rails 816d face -nails Rafter to sleeper or blocldng S 16d toe -NITS Rafter to two Lt6 sleepers. 416d toe -rolls Slsepei to truss 4 16d toe -nails Two 2xiSsleepers to truss 3 16d toe -rails each sleeper& truss Ridge board to root block 416d too -rails Ridge board to truss 4 16d toe -mils Pwfin to (Typ) 3 16d too -nib 7rtaf to blocking 416d toe -mils Truss to Cripple 416d toe -mils Trans to cripple 416d toe -mils Cripple to pur6n 316d toe -nails GENERAL NOTES CRIPPLE, BRACING, & BLOCKING NOTES _ NO CdOar . 162'k rafter 4lwtoe naps Purl4u require 2'-0" O.C. in absence of plywood sheathing NOTE: lfid (0.362•x3.S') COMMON NAILS 2x4 continuous lateral reitmint (CLR) min. is required for cripples F-C" to 10'-0' longg Tans" without sheathing appflod must be evaluated accordingly. nailed wl2-1Od (0.148-x3) mFL% -Or 2x4'T" or scab mInforcemant "nod to flat edge Purlins should overlep sheathing am truss spacing minimum, of erif,pio.with 10d J0.128'x3.0") nails aCs" o.c. 'Tor sub must ba 50% of cripple length. In cases that thk'is Impractical; overlap sheathing a minimum Cripp es over W-0 -long requra two CLR's or both faces wf "f" or scab. Use stress of 6", ind nail upwards through sheathing Into puffin with a graded lumber a box or common nails. ' minimum of 11-0d 10.131-x2.5") common wars nails. Narnsw edge of cripple can face ridge or raker, Effects of not providing sheathing below a valley set as long is the proper number of mils am mint be "iluated by the building designer, installed Into ridge board This drawing applies to valleys with the following conditions: anslag blocking under rafter If:leepem ore not used. Spans (distance between hasts) 40'-0' or less -loweO blocking Crider cripples If l bracinfoog fail between Maximum valley height: 14'-0' lower truss top chords and Lateral bracing fa not usa0. Maximum mean roof height: 10 Mt -A7pty all ia0ing In accordance to current NOS requirements: ASCE 7-OS, 240 mph, Enclosed. Cat 11, Exp B,1=1.0, KttalA Halls era common win rolls unless noted otherwise. g,, Or A Maximum of /.,SCE 7-20, Igo mph, Enclosed, Exp D, Rat---1.0 H, f py or -- .— v (A) I(B) (••) e.vNo00- ery NO Riiav AIL rats a ttas a""vba oCmaVftAWrlaaa9lIlinwV= TO tau mnVKms twlmIlc ix =&I..0M= ll No. 70861 11- LL 20 30 40 54 REF VALLEY' FRAMING DATE 10/01/14 rr..sara r•.w •"°-'"' c.r. h r.ivtc.",°' h•"ain, °°"°' h%1A e • W er—lra a•r :n * : I opo. t- I.t.at Noon « acsr +V manhunt t•r,q• L,rwrtWt y r 1 ale Sad) r tmsz.o,ra -ra t.•..r.rr r.oro rRs TC DL 10 20 7 7 DRWG VACNVI801015uw.. ,,,n.v .w.m.,, ta. en..v o n... rvwrtr••etaew •trKq..l rr.Wro .n+ s.t-. ,04 ah.x .t .-.set t..d„+ r ..t, t.v,t,,,e ..>w, r...a t t..R.t ..,t.,t. •- STATE OFt... i..aro ti+'e•.u.4 acsi r.ctee as, » r sin.., .aan.tr.. .cws r... e...a BC DL 0 0 0 0 O Illy\vll r fr t.,....tw ..wta" ., .w." w.. w o., u..u.t o.a.a.. r.v.+a ,..t...w..e, s f% a•ivr to en..vs lid-1 ro^ n•narr•s st•s. ca++dri•• A •[ BC LL 0 0 0 0 rrwmt.aaNr iMm,1 .I tTH fa.-enL b.G -e rot Y aO1• rah 4•Na ••^ .` tK. .•a. •rry hWe to rat w 1-a h mrFarwuK• •raft iR ViPI . r•, rrnYV. • OR IOP: YMwrtw a b.eaq « t..-wr. '•. ` TOT. LD.30 00 47 61 C r..••••• V\ A owl w af lenwre t ew•r e•o• d. •S. M•FO fad Is .eCapt na « o ._Mq rW V r. `.:. e•..`e Wu`e.r.tr. r .+w.. n ...u.ea ..r .. « w •.+o S/ N L `_ tsde,.r nenn t s DU R. FAC. mC*AICuono"`u1 r .1, ... ss a ZIN& mtiK: ..: tt 'r: J.V. sa°` 3c^ `„= ,. ".'.. r,., t SPACING SEE ABOVE Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Mpmhpr forces may be Increased for Duration of Load or web member. This design Is valid only for single ply trusses with 2x4 or2x6brokenmembers. No more than one break per chord 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 L) - Minimum nailing distance on each side of damaged area (B) S) = Two 2x4 or two 2x6 side members, some size, grade, and scles as damaged member. Apply one scab per face. Minipvmum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall Into 2x4 members using two (2) rows at 4' o.c., rows staggered. Nall Into 2x6 members using three (3) rows at 4' o.c., rows staggered. Noll using 10d box or gun nails (0.12810', min) Into each side member. The maximum permitted lumber grade for use with hisdetailIslimitedtoVisualgrade41andMSRgrade This repair detail may be used for broken connector plate at old -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads. s L 4' o.c Typlcal ~ 0 + O + 0 + O O + 0 + O + 0 + 1 2' F-- Stagger Back Face 10d Box (0,128' x 3', min) Nallsl Front Face 2x6 Member - Truoiee Row Staooere Nail Spacing Detail vNnom•• 1CA1 w raLuN ALL IaM Ir TICS WAv1Ya OITANr>• rMM 110i 1tAW16 TI ALL rJ)rf1ACT. DCLII = M WTIL— lro.rs r.wt. wv.nr ..n N r.c.tM. b.ri Ya. b41 .rr WcfiD R./r Y IWw W 1.brt .I1M .I KSI aW rfp CerporrM tMrty 1nlw+wtbb 1 1 u L11G) I.r u pn^lk.. Ytlr 4 Ir/.nJ l 1M.. Iv,[tlrc WtWM drill awl+ tM."•ry r. r.r x UUrr11 Mr. .wr.b., tq Nr. rMll Nv. pr.prMy t40 M strtctv.I MA—k ..t -ra.l Mv. .reprl7 .thcNr. w e 'n 27u JIL rr PM.W1. I.t pl . U Ma .T ,1 ...I.. I, d.;.. t...d tw.R.f.r a M./17 liwl-I Ier sUnf d pl.t. p.,,'t— 7rul.. vYn rot .YrrMw. AN MOJMMNY W. i' rr r:w:vt: i aiwCv:u:'n con/rrrwrKr4Kh ANSUM ~iriiwi.o alriM. U.ttrr A ... 1 m tli. 0—blo p . 1.11r Ir th. r.r .rr.n n..n.tatr •A1 "M 1 1-4 rr'uy .tr.ck iY Nt r r.rp.n.euq M w l,nu+o l./brwr Pam' Iau Lajy f=larl•A ror Inr__. .,. W. J+'•,•a• rr.0• .rN ?••• n atnr E. M Gry, MD NJIJ A112p .n.l N.ceru T b ....t.F.t.r/I ilpr w...M+I,ub1'spl IW w.A:currsl Maximum Member Axial Force Slze L SPF-C HF DF-L SYP Only 2x4 12' 620# 635# 730# 800# Only KWebor2x4 18' 975# 1055# 1295# 14150 ord 2x4 24, 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30, 1910# 19600 2315# 2555# 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# 1 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# Mal— 1 ID.turc. 1 w rlw 1 I L so ACING 24,0' REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 Ja0: SHMINU U.Ilk1-L.. - - NOTE: IF PALLETS'OF CONSTRUCTION MATERIAL WEIGHING MORE R EC O-M M E N D E D 'SHORING DETAIL THAN 5000 TO 8E PLACED ,ON FLOOR TRUSSES, SHORING x CONCENTRATED LOAD DUE TO UPPER FLOOR CONSTRUCTION MATERIAL J K ^206 1500# CAPACITY _ POSTSC @''4'0" O: rl PROVIDE 2'0' CLEARANCE,.ON'ALL SIDES'OF A -.PALLET. MAXIMUM HEIGHT PER PALLET -Is. 2000#..- LOAD MUST BE- SPREAD OVER AT LEAST 2-TRUSSES. NOTE: SEE APPROPRIATE ALPINE'-0R*kNG. FOP .LUMBER. PLATes AND OTHER DATA NOT SHOWN HERE• IlIlildine, MateriallVlS', ; NOTE: SHORING MATERIAL ANO LABOR Ill" SUttt bd. 2:2 sf / 111". le .cr TO,• INSTALL ANO .TO R :MOVE THIS ni r ., p n y BYTTH& AEONTRACTBE SUPPLIER'O 5/ 8 gypsum bd. 2.8 psf/5/8.'Inyc'r 8" colic. block a GO piC% 6"-ldycr maaonrybriik= 38psf/',4!',;Iuyet_ 2_ 4" . 0_ Q MINIMUM SUBFLOOR= UNOERLAYMENT. *'-_2000-#' _ 2) - 2X6 HEADER - POSTS @-4'0" 0.C.r 4X4 OR (2Y '-2X4X4,'_0 .. UNDER TRUSSES WHEN =:SHORING IS REQUIRED 9: 1,-APAF-y- "7 Z7 l - CLEARSPANP T P - ALPINE- SCALE NONE n o 0 0 0 0 REF DETAIL is o DATE 05 0 /9 ORW HCi239607d oALPINE - o c—rcom,vs 91 ended on. rillof ".0fda @ ® TRIISS o } ALPINE 11RW CGAP:.BY Oita /nfnrmafinn- Customer: Carpenter Contractors of America Job Number: N330089 JobDescription VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Address: 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. Cdy, State, Z p- State, Job Engineering Criteria: Design Code: FBC 6th Edition (2017) View Version: 17.02.02.1213.21 JRef #' 1Wc189750072 Wind Standard ASCE7_10 Wind Speed (mph): 150 Roof Load (psf): 20.00-10 00- 0.00- Floor Load (psi) 40 00-10 00- 0.00- 5.00 5.00 This package contains a job notes page, 64 truss drawings and 10 details. Item Seal # Truss 1 173.18.1514 57276 FT1 3 173.18.1514.56028 FT1 GE 5 173 18 1514 56030 FT2 7 173.18.1514 56480 FT3 9 173 18 1514 56481 FT4 11 173.18.1514.56511 FT6 13 173.18.1514.56105 FT7GE 15 17318.1514.56715 FT10G 17 173 18.1514 56231 A2 19 173 18 1514.56574 A4 21 173.18.1514.57214 A5GA 23 173.181514.57666 G1A 25 173.18.1514.56246 FG1 27 173.18.1514.57026 D2 29 17318.1514.57275 C1G 31 173.18 1514 57090 L2G 33 173.18.1514.57308 CJ54 35 173.18.1514.57277 CJ14 Flori. a Certificate of Product Approval #FL1999 Item Seal # Truss 2 173.18.1514.57525 FT1G 4 173.18.1514.56027 MA 6 17318.1514.56965 FT2GE 8 173.18.1514.56201 FT3G 10 173 18 1514.56746 FT5 12 173.18.1514.56418 FT7 14 173.18 1514 56948 FT8G 16 173.18.1514.56404 Al 18 173.18.1514 56637 A3 20 173.18.1514.57541 A5G 22 173.18.1514.56918 G 1 24 17318.1514.57370 GE1 26 17318.1514.56277 D1 28 173.18.1514.57166 D3G 30 173.18.1514.56293 L1 32 173.181514.56402 EJ74 34 173.18.1514.57480 CJ34 36 173.18.1514.56792 V3 0"i C E lY . No 7D773 p•: STATE OF,I: r 11 06/22/2018 i r,S110144lele s, Printed 6/22/2018 5 03 45 PM ALPINE ui my cavnu:r Cifn 1nfnimmfinn Customer., v, Carpenter Contractors of America Job Number.- N330089 JobDescription. VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Address: City, State, Zip: Item Seal # Truss 37 173.18.1514.56200 V2 39 173.18.1514.57682 VGE 41 173.18.1514 56964 MV2 43 173.18.1514.57729 H1G 45 173.18.1514 56405 ERA 47 173 18 1514 56621 EJ2 49 173.18.1514.57089 CJ5 51 173.181514.57573 CJ1 53 173.18.1514.57104 CJ3A 55 173.18.1514.57371 CJ5S 57 173.18.1514.57712 CJ1S 59 173.18.1514.56013 HJ7 61 173.18.1514.56854 HJ7A 63 173.18.1514 56202 HJ2 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com Item Seal # Truss 38 173.18.1514.56761 V1 40 173 18 1514.56638 MG1 42 173.18.1514.56793 MV1 44 173.18.1514.56902 E.17 46 173.18.1514 56029 ERS 48 173.18.1514 57463 EJ21 50 173 18 1514.57042 CJ3 52 173.18.1514.57478 CJ5A 54 173.18.1514.57728 CJ1A 56 173.18.1514.57369 CJ3S 58 173.18.1514.57509 CJ 1 C 60 173.18.1514.56589 HJ74 62 173.18.1514.56074 HJ7S 64 173.18.1514.57135 HJ21 tijlllll7 b P........ C Mks' -y'i No 7D779 Y STATE OFlS. A06/22/2018 rIPIP,#* O. 1 Florida Certificate of Product Approval #FL1999 Printed 6/22/2018 5:03:45 PM Job Number: N330089 Ply. 1 SEQN:5100 / T17 SY42 Cust R8975 JRef: 1Wcl89750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/O1 Qty. 9 FROM PFH DrwNo: 173.18.1514.57276 Truss Label: FT1 KM / BAF 06/22/2018 8'1"8 8'1"8 10'6"10 18'8"10 2'5"2 87' 2,6" --}-- 2,6"12 ___—{_— 2,6"12 --{ 2,6"12 ----- 2'6"12 --{ F5,i T'P) 4X6 3X3 1.5X3 =4X4 =W=3X4 4X4 1114X6 A B C D E F G HI JK T 50 X W V U T S R QP O N M L 1.5X3 =4X6 =4X4 1111.5X3 1111.5X3 III1.5X3 1111.5X3 =4X4 =4X6 1111.5X3 1119YA W=3X6 Loading Criteria (psq TCLL: 40.00 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 Sid: 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 GCpr 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 '132 4x2 SP #2 N: Webs 4x2 SP #3 Lumber value set "'1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-1 Od Box or Gun nails (0.128"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 / RL / W X 1030 / - / - / - / - / 7.3PfNACeNAVERT(LL): 0.233 R 939 360 Lu' NA Cs' NA VERT(TL). 0.506 F 602 240 J 1013 /- / - / - / - / 3.0 Snow Duration: NA HORZ(LL): 0.039 M - - X Min Brg Width Req = 1.5 HORZ(TL). 0.062 B Creep Factor 2 0 J Min Brg Width Req = 1.5 Bearings X 8 J are a rigid surface. Code / Misc Criteria Bldg Code: FBC 6th ed 201 Max TC CSI: 0.874 Bearing X requires a seat plate TPI Std: 2014 Max BC CSI 0 997 Rep Factors Used Yes Max Web CSI: 0.605 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver. 17 02 02A.1213.21 A - B 0 - 723 F - G 0 - 2720 B-C 0 -1916 G-H 0 -2037 WAVE C- D 0- 2669 H- 1 0 - 786 D- E 0- 2669 1- J 0 - 850 E - F 0 -2927 tNN I 1 rI I,,,,,,' No 70773 9•: STATE OF IWO p N• 184414136111111 0-278 06/22/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W- V 1435 0 R- Q 2927 0 V- U 2398 0 Q- P 2474 0 U- T 2398 0 P- 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 DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shi pin installing.and bracing. Refer to and follow the latest edition of BCSI (BuildingCo..ponent Safety Information, by TPI an SBCA) for saety ractices 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 $hall have a progery attach ri9gid ceilinq Locations shown fornermanent Iatgral restraint bf webs shall hay bracing installed per BCSI sections B3, B7 or 810, as applicable AppTy plates to each face ortruss and position as shown above and on tI a ointgDetails, unless noted otherwise Refer to ALPINEdrawingst6OA-Z for standard plate positions. Alpine, a division of ITW Buildi1ng Components Grpup Inc shall not be responsible for any deviation from this drewin apy failure to build the µw ,u truss in cgnformance with ANSIrrPI 1, or for handllrl4 shipping, instpllation and bracing of trussesA seal on this dr wulq or cover pa e , , 2a00 Lake Orange Dr. listing this drawing indicates acceptance of progesslonag en Ineering responsibilittyy solely for the desi n shown. The suif9ability Suite 150anduseofthisgnawingforanystructureisfheresponsibiliqoftheBuildingDesigrSerperANSI[TPI 1 Sbc.2. For more information see this ob's general notes page and these web sites, ALPINE: w .el ineitw.com; TPI: www.t inst.or ; SBCA w sbondusl corn: ICC' www icrsafe.org Orlando FL, 32837 Job Number: N330089 Ply. 1 SEQN. 5101 / T71 / SY42 Cust R R8975 JRef: 1 Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/O1 Qty: 1 FROKRDG DrwNo 173.18.1514.57525 Truss Label: FT1G KID / OF 06/22/2018 8'1"8 8'1"8 fl-- 2'6" --I-- 2'6"12 2,6"12 -- TYP) 6X6 1.5X3 =5X5 =5X8 1114X6 A B C D 10'78 14'9" + 18'8"10 2'6" 4'1"8 3'11"10 1'3"12 11"2 5" 2'6"12 --}'_ =- F- --{ F I 1113X4 =W=3X4=5X5 1116X6 1116XB E F r_ H I I K Loading Criteria (psf) TCLL: 4000 TCDL: 1000 BCLL' 000 BCDL. 5.00 Des Lt 55 00 NCBCLL. 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24 0 " IX = 6X6 =5X5 U r 1114X6 rc 1113X6(•-) 1114X4 =3X12 =8X81.5X3 - W=3X4 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 #1 Bot chord 4x2 SP #2 N :132, B3 4x2 SP #1: Webs 4x2 SP #3 :W21 4x2 SP #2 N: 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 100 pit at 0.00 to 100 plf at 18.61 BC: From 10 plf at 0.00 to 10 plf at 18.30 TC: 695 lb Conc. Load at 14.63 Plating Notes All plates are 3X6 except as noted. 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d 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 18'8"14 M L 8X8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pa: NA Ct: NA CAT- NA PP Deflection in loc Udeff U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce, NA VERT(LL) 0.265 E 824 360 X 1176- Lu. NA Cs: NA VERT(fL)' 0.512 E 579 240 J 1563- Snow Duration NA HORZ(LL): 0.028 M - X Min Brg Width Req = 1.5 HORZ(TL)' 0.038 M J Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings X & J are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.885 Bearing X requires a seat plate TPI Std 2014 Max BC CSI. 0.973 7.3 3.0 Rep Factors Used: Yes Max Web CSI 0.688 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens Comp. Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 A - B 0 -915 F - G 0 -4128 B-C 0-2414 G-H 0 -3562 C- D 0- 3499 H- 1 0- 3562 D -E 0-4106 1-1 0 -1484 E -F 0-4128 I I I I III , 900OOM.J. i No 70773 1fr; STATE OF •k: i Fs•OA1 0 S101Nulets 0-278 06/22/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp W-V 1816 0 R-O 4106 0 V-U 2983 0 Q -P 4113 0 U- T 2983 0 P- O 3878 0 T- S 2983 0 O- N 3876 0 S- R 4096 0 N- M 2846 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. A-X 0 -1131 E -P 379 494 A-W 1352 0 P-G 514 15 W-B 0-1362 G-N 19 437 B- V 897 0 H- N 31 534 V-C 0 -865 N - 1 1201 0 C- S 779 0 1- M 0- 2058 S-D 0-1086 M -J 2166 0 D-R 404 -111 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Co.tnponent Safety Information, by TPI an c7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporar bracingper BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attachd rigid ceiling Locations shown for permanent lateral restraint bf webs shall hay braacin installed per BCSI s ctions B3, B7 or B10 asapplicable. Appply lates to each face oftruss and position as shown above and on tse JDin(9Details, unless notedotherwise. defer to' ALPINE drawings 460A-Z fbr standard plate positions. Alpine,a division of ITW Build l'n4qomoneQnts Group Inc shall not be responsible for an deviation from this dr wing any failure to build the trussinconformance withAN1UfI1or (or handllrlp shipping, installation and bracing any deviation sealon this drawing or cover page , , 2400 Lake Orange Dr.m listing this drawing indicates acceptance of proTessianar en ineering responsibility solely for the design shown. The suitability Suite 150 and use ofthisdrawingforanystructureistheresponsibilitoftheBuildingDesigrierperANSI/TPI 1 SLsc.2. For more information see thisjob's general notes page and these web sites ALPINE: www.al ineitw com; TPI: www.t inst.or ; SBCA: www.sbandust .com; ICC: www.iccsafe org Orlando FL, 32837 Job Number: N330089 Ply' 1 SEON' 5102 / T8 / SY42 Cusl: RR8975 JRef: 1W089750072 VARIOUS ,9A6/9A7 .258MC/258TC ,R/Ot Oty: 1 FROM: PFH DrwNo. 173.18.1514 56028 Truss Label: FT1GE KM / WHK 06/22/2018 2'2 1'2"1 810"10 18'5"2 18 8"10 1'9" r 50"14 3 8 k3"14 6'5"14 j-- 2'6" --{-- 2'6"12 --1 2'7"4 --)-- 2'5"8 --} 5 TYP) f'-- 211" --(— 1'4" — TYP) W 3X4 3X4 -3X4 -4X6 =3X6 a4X6 6x6 A B c D E G H I J K LM T S7 to T a s R 0 P O N Z Y X W v T =-4X6 04X6 -3X4 -6X6 012X4 -3X4 7"4 r 9' 9'1"6 18'8"10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF 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 Z 62 / - / - / - / - / 7.3TCDL. 10.00 Speed NA mph Pf: NA Ce: NA VERT(LL) 0 048 P 999 360 BCLL: 0.00 Enclosure NA Lu. NA Cs: NA VERT(TL)' 0 191 P 920 240 Z" 510 / - / - / - / - / 108 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL). 0 007 0 - - L 1335 / - / - / - / - / 3.0 Des Ld: 55.00 EXa NA HORZ L 0.017 0T ) Z Min Br Width Req = 1 5g Code I Misc CriteriaNCBCLL: 10.00 HeMeanHeight: NA ft CreepP Factor: 2.0 Z Min Brg Width Req = - Soffit 2.00 TCDL. NA psf BCDL: NA sf Bldg Code: FBC 6th.ed 201 Max TC CSI 0.836 L Min Brg Width Req = 1 5 Load Duration' 1 00 P MWFRS Parallel Dist. NA TPI Std. 2014 Max BC CSI: 0.724 Bearings Z, Z. & L are a rigid surface. Bearing Z requires a seat plate. Spacing: 24.0 " C&C Dist a NA ft Rep Factors Used No Max Web CSI: 0 779 Loc. from endwall: NA FT/RT:20(0)/10(0) Members not listed have forces less than 375# 1 NA GCpi NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1115 21 Chords Tens.Comp. Chords Tens. Comp. Lumber G- H 745 0 J- K 0- 1997 Value Set: 13B (Effective 6/1/2013) H - 1 745 0 K - L 0 - 1097 Top chord 4x2 SP 2400f-2.0E :T1 4x2 SP #1: 1 - J 0 - 1241 Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC S- R 570 0 O- P 1937 0 Special Loads R- O 1937 0 P- 0 2034 0 Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1 00) TC: From 300 pIf at 0 00 to 300 pIf at 16.15 Maximum Web Forces Per Ply (Ibs) TC: From 100 pIf at 16.15 to 100 pIf at 1859 Webs Tens Comp. Webs Tens Comp. BC: From 10 pIf at 0.00 to 10 plf at 1830 TC. 125 lb Conc. Load at 0.04 A - Y 0 -412 1 - R 1064 0 TC: 574 lb Conc. Load at 16 15 Y - B 0 - 434 R - J 0 - 1074 G-S 0 -763 K-0 0 -1521 Platin Notes ,,`, 11000 0,,,' g oo S -1 0 -2089 0- L 1636 0 All plates are 1.5X3 except as noted- M`3.0 '• '* E f Notes " Maximum Gable Forces Per Ply (Ibs) Additional No T0773 Gables Tens.Comp. Gables Tens. Comp. See ANSIITPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by * :• C - X 0 - 409 E - V 0 -428 erection contractor. D - W 0 -390 Truss must be installed as shown with top chord up. jr p 41 S IAT E OF i 0-278 06/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handlin shipping, installing and bracing Refer to and follow the latest edition of SCSI (Building Co;ponent Safety Information, by TPI SBCA) toy to these functions. Installers shall temporarryyanc7safetypracticespriorperformingprovide bracin BCSI Unless noted otherwise,lop chord shall have attached structural sheathing and bottom chord shall have a properlyperproperty attach, rigid ceilin Locations shown forpermanent lateral restraint bf webs shall hav bracing installed p?r BCSI sections $3, B7 or 10 as app ica a Applgy to each face of truss and as shown above and on tI a Joint Details, un ess noted otherwise. Refer toplatesposition drawings 460A-Z for standard plate positions. ALPINE Alpine, a division of ITW Building CComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the mrrwco~ truss with AN 1I 1 1, for handlirlq shipping, installation and bracing of trussesA seal on this dr wing or coverinconformanceor listing this drawing Indicates acceptance of ppro essiona le ineerinq responsibility solely for the desi n shovTn. and use of thisdrawing, for any structure is the responsibility of the Building Desigrfer per ANSIITPI 1 Sec.2.150 page , . 2400 Lake Orange Dr. The sui ability Suite Lake For more information see this ob's general notes page and these web sites: ALPINE www al ineitw com, TPI: www.t inst.or ; SBCA www sbandustry com. IM www.iccsafe.org Orlando FL, 32837 Job Number: N330089 I Ply. 1 SEON: 5103 / T9 / SY42 Cust, R R8975 JRef. 1 Wcl89750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Oly: 1 FROM HMT DrwNo. 173.18 1514.56027 Truss Label: FTlA KM / WHK 06/22/2018 T 1 Loading Criteria (psf) TCLL: 40.00 TCDL: 1000 BCLL' 000 BCDL: 5.00 Des Ld: 55 00 NCBCLL: 10.00 Soffit 200 Load Duration 1.00 Spacing: 24.0 " I 8' 1 "8 9' 8"8 18' 5"9 6' 1 "8 1' 7" 8.9"1 Y 1 — 76^ —'}'— 76"12 —'}'— 2'6"12 --{ TYP) 4X6 1.5X3 =4X4 A B C D 1'41'4' 2,6..12 — + — 76"12 1111.5X3 =3X6 =5X8 III2X4 E F G H I J IX W V U T S R O P O N M L jL j K 1.5X3 =4X6 =4X4 1111.5X3 III l5X3 Ill1.5X3 =4X6 1114X6 Ill2X4 = W=3X6 1111 5X3 Wind Criteria Wind Std: NA Speed NA mph Enclosure NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL NA psf MWFRS Parallel Dist NA C&C Dist a NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 :B2 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.=0.90 / Plate Dur Fac =0 90) TC, From 100 plf at 0.00 to 100 plf at 18.34 BC: From 10 plf at 0 00 to 10 plf at 18.34 TC 1550 lb Conc Load at 16.15 TC: 328 lb Conc. Load at 17.03 TC: 247 lb Conc. Load at 18 34 Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-1 Od Box or Gun nails (0.128"xT%min.). Strong back material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 1'2"10 17715 i--{ 18'5"9 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 X 976 / - I - /_ /_ / 7.3PfNACe: NA VERT(LL) 0.147 S 999 360 Lu: NA Cs: NA VERT(TL)- 0 382 D 877 240 L 3174 / - / - / - / - / 5.7 Snow Duration. NA HORZ(LL). 0.027 B - X Min Brg Width Req = 1 5 HORZ(TL): 0 045 L Creep Factor: 2.0 L Min Brg Width Req = 1.5 Bearings X & L are a rigid surface. Code / Misc Criteria Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.744 Bearing X requires a seat plate. TPI Std: 2014 Rep Factors Yes Max BC CSI: 0 963 Max Web CSI: 0 627 Members not listed have forces less than 375# Used: Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Plate Type(s). Chords Tens Comp Chords Tens Comp. VIEW Ver: 17.02.01A.1115.21 A - B 0 -679 E - F 0 -2628WAVE B -C 0-1787 F-G 0 -2199 C- D 0- 2444 G- H 0- 1359 D - E 0 -2633 r 11n rny r' C•.MSF'.y9. 0, No 70773 N Z. jr sp: SLATE OF •4/ Off. X` 0-278 06/222018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W- V 1347 0 O- P 2502 0 V- U 2225 0 P- O 2502 0 U- T 2225 0 O- N 1894 0 T- S 2633 0 N- M 751 0 S- R 2633 0 M- L 751 0 R - O 2502 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp. A- X 0- 955 F- O 0 477 A- W 1082 0 O- G 494 0 W-B 0-1061 G-N 0 857 B- V 697 0 N- H 946 0 V- C 0- 676 H- L 0- 2428 C-T 398 0 L - 1 0 781 T- D 54 - 486 1- K 396 0 R - F 539 -156 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handlin shipping, installing, and bracing. , Refer to and follow the latest edition of BCSI (BuildingonentSafetyInformation, byY TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryY per BCSI. Unless noted otherwlse,top chord shall have properly attached structural sheathing9 and bottom chord shall have a pro pperly d ri9g1d ceilinga Locations shown for permanent latq< al restraint Of webs shall have bracing Installed per BCSI s ctlons B3, B7 or 810, icatsle. Appply )ales to each face of truss and position as shown above and on the JoinfDetails, unless note otherwise Refer to Igs t60A-Z fbr s[andard plate positions. a division of ITW Butrildl1ng Compon nts Group InC. shall not be responsible for any deviation from this drpwln anVV failure to build thenconformancewithANSI/TPI 1, or >gor handlutq shipping, installation and bracing of,trussesA eal on this dr wirfg or cover pa e , 1 this drawing, indicates acceptance of proTesslonar engineering responsibilittyv sole) for the desi n shov7n. The suifbbilityIseofthisawingforanystructureisperesponsibiliqoftheBuildingDesigrferperIANSI/TPI 1 Sbc.2. ALPINE m nN'COAIMNI' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837more Job Number: N330089 Ply: 1 SEQN. 5104 / T6 / SY42 Cust. RR8975 JRef. 1Wcl89750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/O1 Qly, 5 FROM• RDG DrwNo: 173 18 1514 56030 Truss Label: FT2 KM / WHK 06/22/2018 6'10" 8 8'8" 15'6" 8 if 6'10"8 1'9"8 6'10"8 2'6" --}-- 2'612 -+ 1'4"8 -I f-1'4"8 -f-- 2'612 --{ TYP) 4X6 =4X6 1.5X3 III1.5X3 III1.5X3 =1.5X3 A B C D E F G H T 90 1 1 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 " 1.5X3 =4xn Int.o cs mt.a s =1.5X3 1112X4 1112X4 15'6" 8 Wind Criteria Wind Std NA Speed NA mph Enclosure NA CategoryNA 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) 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) 0 117 D 999 360 S 841- Lu: NA Cs: NA VERT(TL)' 0 240 D 999 240 J 841- Snow Duration NA HORZ(LL). 0 024 K - - S Min Big Width Req = 1 5 HORZ( L): 0 036 B J Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor 2 0 Bearings S 8 J are a rigid surface Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.587 Bearings S 8 J require a seat plate. TPI Std 2014 Max BC CSI 0.812 W 7. 3 7. 3 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 - 19M B - C 0-1455 F-G 0 -1455 C- D 0-1920 G-H 0 -572 D- E 0 -1926 IIIIIrlf//,, I No 70773 9 SLATE OF •vl; 0. A' 0, 10FS;• OAt 0- 278 06/ 22/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R- O 1132 0 N-M 1772 0 O- 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 A- R 912 0 F -L 0 489 R - B 0 -890 L-G 512 0 B- Q 512 0 G-K 0 890 O- C 0 -489 K-H 912 0 C - O 453 - 49 H - J 0 822 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, installingand bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) fosafety practices prior to performing these functions. Installers shall provide temporarryy r BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a propperly pid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI s coons t}3, B7 or B70, Ste. Apply plates to each face ofPtruss and position as shown above and on the Joinl9Details, unless note otherwise. Refer to 60A-Z for standard plate positions. Alpine, a division of ITW B 'Id' Compon nts truss in cgnformancewithlN51lPI1, or (Por f listing this drawing, indicates acceptance and use ofthisrawingforanystructureFormoreinformation see this joWs general notes page an shall not be responsible for his drpwin any failure to build the on this drowirtg or cover pagge ie design shown. The su,Ability TPI, w tpinst org. SBCA w sbandustry com; ICC w ALPINE WE 2400 LakeOrange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 Ply. 1 SEON' 5105 / T4 / SY42 Cust: RR8975 JRef: 1Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Oly' 1 FROM: RDG DrwNo 173.18.1514.56965 Truss Label: FT2GE KM / WHK 06/22/2018 2'11^7 1'9" 12'1 157 ifs'-G^8 F1'9" 12'2"+ 741 1) _.. I F"I I ITS"12 f"I 1— 2'l1" — I-1'+- --J TP) 3x4 1112x+ A B c D E F G H I J K LM Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: ASCE 7-10 TCDL 10.00 Speed 150 mph BCLL: 0.00 Enclosure Closed BCDL: 500 Risk Category: II Des Lc: 55.00 EXP: C Mean Height. 15 00 fi NCBCLL: 10.00 TCDL. 4.2 psf Soffit 2.00 BCDL 3.0 psf Load Duration: 1 00 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a 3 00 ft Loc. from endwall. Any GCpi. 0.18 Wind Duration 1 00 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #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 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 5.88 TC. From 387 pit at 5.88 to 387 plf at 9.42 TC From 350 pit at 9 42 to 291 plf at 15.29 BC: From 10 plf at 0.00 to 10 plf at 1529 TC: 324 Ib Conc. Load at 0.04,15.29 Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See ANSIITPI 1 Sect 7 for additional bracing requirements Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Pg: NA Cl NA CAT: N/ Pf: NA Ce: NA Lu NA Cs, NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used. Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in Ioc 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 IliIIIIIt/ffi P1400 M. No 70773 b * rrZ p :• STATE OF All 0 s •.. i A SRO xII Nn,N, 0-278 06/22/2018 Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W O' 382 131 / 31 / - / - / 186 Wind reactions based on MWFRS O 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 3B6 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shippin installing.and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an a SBCA) for safety IRractices prior to performing these functions. Installers shall provide temporary bracln per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properlyattachdrigidceiling. Locations shown forpermanent lateral restraint Df webs shall hav bracing Installed p r BCSI sectlons 83, 87 or 910, asappIcaQeApplgyplatestoeachfaceoftrussandpositionasshownaboveandontfleaoinQDetails, unless noted otherwise Refer to ALPINE drawingst.60A-Z for standard plate positions. Alpine, a division of ITW Buu Wind Components Group Inc. shall not be re;ponsible for any deviation from this drpwinp any failure to build the µ,1w0p,,w,,r trssIncgnformancewithAN11/PI 1, or for handlin shipping, installation an dd bracing of,trussesA seal on this dr88wing or cover paqe , , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro) essionaf en ineering responsibilittyy solely for the de si n shown. The s iiTability Suite 150 anduseofthisawingforanystructureistheresponsibilitloftheBuildingDesigrierperANSI/TPI 1 S c.2. For more information see this job's General notes Pape and these web sites, ALPINE: www.alpinei w.com: TPI: www 1pinst orp; SBCA www sbandustry com; ICC www iccsafe orp Orlando FL, 32837 Job Number: N330089 ply' 1 SEQN 5106 / T10 / SY42 Cust. R R8975 JRef. 1 Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Qty: 4 FROM. RDG DrwNo. 173 18 1514 56480 Truss Label: FT3 KM / WHK 06/22/2018 6'10"8 8'5"12 152"12 610"8 17 4 1 69„ r t' 2,6„ -f -- 2'6"12 —+ 1'4"8 —I I— 1'4„8 - _ 2,6„12 TYP) 4X6 1. 5X3 III 1.5X3 III 1.5X3 = 4X6 A B C D E F G H Fir i E Loading Criteria (psq TCLL' 40.00 TCDL 1000 BCLL: 0.00 BCDL: 500 Des Ld: 55.00 NCBCLL. 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing' 24.0 " 1. 5X3 —4A" III2X4 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 GCpr 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 15' 2"12 Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Pg. NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL)- 0.115 E 999 360 Lu: NA Cs. NA VERT(TL). 0.221 E 999 240 Snow Duration: NA HORZ(LL): 0.023 J - - HORZ( TL) 0.033 B Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.512 TPI Std 2014 Max BC CSI. 0.769 Rep Factors Used. Yes Max Web CSI: 0.428 FT/ RT:12(0)/10(0) Plate Type(s): VIEW Ver: 17 02 01A.1115.21 WAVEb Q'.. 0 E•MSF , I No 70773 f 9 STATE OF W 0FS. CpA1 I',,+ 0- 278 06/ 22/2018 1 1112X4 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W R 831 /- /- /- /- /7.2 1 831 /- /- /- /- /35 R Min Brg Width Req = 1.5 1 Min Brg Width Req = 1.5 Bearings R & I 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- 564 E- F 0- 1875 B- C 0 -1430 F-G 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- 0 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 A- R 0 -812 M-F 425 59 A- Q 899 0 F- K 0 475 O- B 0- 876 K- G 500 0 B- P 499 0 G- J 0 878 P- C 0- 476 J- H 896 0 C - N 425 - 59 H - 1 0 807 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an SBCA) for sa Ely practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanerlt lateral restraint of webs shall hay bracin installed ppr BCSI sections $3, B7 or 10, asapplicage. Apply plates to each face opiruss an tl position as shown above and on tt a Joint9Details, unless notetl otherwise. f7efer to drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW Buildl1'n44 omponpnts Group Inc. shall not be responsible for any deviation from this drawin any failure to build the µ,,,r,m,,,,,,,, truss In cgnformance with ANSIlf 1 1, or or handlin4 shipping, Installation and bracing of trussesA seal on this dr wirfq or cover pa e, , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of proTessronar en ineerinq responsibility solely for the design shovl7n. The suiTability Suite t50 andfiseofthisrawingforanystructureistheresponsibilit,7of the Building Designer per1ANSI/TPI 1 5ec.2. For, more information see thisjob's general notes page and these web sites ALPINE www al ineitw com. TPI www t inst or . SBCA, www sbcindus com; ICC: www iccsare org Orlando FL, 32837 Job Number: N330089 Ply: 1 SEQN. 5107 / T5 / SY42 Cush R R8975 JRef 1 Wc189750072 VARIOUS ,9A619A7 .258MC/258TC ,R/01 Qty 1 FROM: RDG DrwNo' 173 18 1514.56201 Truss Label: FT313 KM / WHK 06/22/2018 6' 10"8 8'5" 12 11' 1 "4 15712 6'10"8 1'7"4 1 27'8 4'1"8 2'6" 2'6"12 1'4"8 TYP) 1.5X3 = 4X4 = 4X6 III 1.5X3 III 1.5X3 = 3X4 1112X4 = 4X6 A B C D E F G H MIN I I I II1 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 " 1.5X3 1112X4 Wind Criteria Wind Std: NA Speed NA mph Enclosure: NA Category. NA EXP' NA Mean Height: NA ft TCDL: NA psf BCDL. NA psf MWFRS Parallel Dist: NA C&C Dist a. NA ft Loc from endwall: NA I NA GCpr NA Wind Duration NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 2400f-2.OE Webs 4x2 SP #3 Lumber value set "'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 8.48 TC From 100 plf at 8.48 to 100 plf at 15.10 BC From 10 plf at 0.00 to 10 plf at 15 10 TC: 465 lb Conc Load at 11.13 Plating Notes All plates are 6X6 except as noted Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1Od Box or Gun nails (0.128"x3",min.) Strong back material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) 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 3 15712 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.242 E 723 360 VERT(TL) 0.368 E 574 240 HORZ(LL). 0.030 B - - HORZ(TL)' 0.038 B Creep Factor. 2.0 Max TC CSI: 0.897 Max BC CSI: 0.693 Max Web CSI 0.869 1112X4 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W R 1442 /- /- /- /- /7.2 J 1670 /- /- /- /- /35 R Min Brg Width Reg = 1.5 J Min Brg Width Reg = 1 5 Bearings R 6 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. VIEW Ver: 17.02.01A.1115.21 I 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 tN>111111 ftr 4 Q`,. C F Airs q No 70773 r CCZ STATE OF 10t`'-OA1 S -•.. I',,+ SxbNn N 0-278 06/22/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Q- P 1942 0 N- M 3287 0 P- O 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, handlinqg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an c7 SBCA) fb safely practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a proper y attach d rigpid ceiling Locations shown forpermanent lateral restraint bf webs shall have bracin insIpIled per BCSI sections B3, B7 or RIO, as applicable. Apply plates to each face ofptruss and position as shown above and on the Joinl9Details, unless noted otherwise. Refer to drawings s60A-Z for standard plate positions. ALPINE Alpine, a division of ITW BU riId1''n44Comp inprits Group InC. shall not be responsible for any deviation from this drpwing any failure to build the -n co,,,,,,,, truss In conformance with ANSITfPI 1, or or handlin4, shipping, installatidn and bracing of trussesA seal on this drawing or cover pa e , , 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofprofessionarieineenngresponsibilittyvsolelyforthedesinshovvTn. The suiQability anduseofthisQrawingforanystructureistheresponsibilitoftheBuildingDesigrierpe(ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.at ineitw.com; TPI. www t ins) or , SBCA www sbcjndustry com, ICC' www iccsafe org Orlando FL, 32837 Job Number: N330089 Ply: 1 SEON. 5108 / T57 / SY42 Cust R R8975 JRef: 1 Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Oty. 2 FROM: RDG DrwNo. 173 18 1514 56481 Truss Label. FT4 KM / WHK 06/22/2018 6'10"8 11 91"12 + 14'10"12 610"8 2'5"4 57' F 1 F- 2,6" -{'— 2,6"12 —+ 1'4"8 —{ T'P) 4X6 1.5X3 = 3X4 III 1.5X3 A B C D T 50 1 1.5X3 -4A4 1112X4 Loading Criteria (psq TCLL: 4000 TCDL: 1000 BCLL- 000 BCDL 5.00 Des Ld 55.00 NCBCLL. 10.00 Soffit, 2.00 Load Duration: 1.00 Spacing: 24 0 " Wind Criteria Wind Std, NA Speed: NA mph Enclosure: NA Category, NA EXP. NA Mean Height: NA ft TCDL. NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc from endwall- NA 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 "l38" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0 128"0",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. III I.DAJ 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 14'10"12 E III I.Z)AJ Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.159 D 999 360 VERT(rL): 0.349 D 678 240 HORZ(LL): 0.035 B - - HORZ(TL): 0.055 B Creep Factor: 2.0 Max TC CSI. 0.849 Max BC CSI: 0.828 Max Web CSI. 0.456 VIEW Ver: 17.02.01A.1115.21 ao No 70773 C 1D STATE OF .'u: i 0,. A, • FS.<0At 40-278 06/22/2018 8 1114X6 FG HI a- T in 1 K J 4X4 III1.5X3 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL W R 817 /- /- /- /- 73 H 804 /- /- /- /- 3.5 R Min Brg Width Reg = 1.5 H Min Brg Width Reg = 1.5 Bearings R 8 H 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- 552 E- F 0 -1482 B -C 0 -1396 F-G 0 -596 C-D 0 -1783 G-H 0 -641 D-E 0 -1789 Maximum 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 Q -B 0 -858 L -F 461 0 B- P 482 0 F- K 0 - 884 P- C 0- 468 K- H 958 0 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Budding Component Safety Information, by TPI anc7 SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracino per BCSI.. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachrigidceilingLovationsshownfoyermanentlatoraIrestraintofwebsshallhav2bracinginstalledperBCIsectionsB3, 87 or 610 as applicat3le. AppTj plates to each face russ and position as shown above and on the JoincDetails, unless noted otherwise. Refer to' drawings 360A-Z for standard plate positions. 4q omponents Group InC shall not be responsible for any deviation from this drawm anyy failure to build the rr 1 1, or tigor handling, shipping, installation and bracing of,trussesA eal on this drswirfg or cover page , acceptance of pro) essionaf en ineennq responsibilittyv sole )YY for the des i n shown. The sui abilityanystructureistheresponsibilit9loftheBuildingDesigrSerperANSlrrPI1Sec.2. IALPINE cM.Nn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 Ply 1 SEON• 5109 / T7 / SY42 Cust' RR8975 JRef: 1W089750072 VARIOUS .9A6/9A7 ,258MC/258TC ,R/01 Oty' 5 FROM. RDG DrwNo 173.18.1514 56746 Truss Label: FT5 KM / WHK 06/22/2018 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 " 17 co 1 1 56„ -1- - 7'3„ 4 --1- 11'4"12 r 56„ 1'9"4 4'1"8 8 1'3"12 2,6„ TYP) 3X6 = 3X4 1.5X3 =3X4 =3X4 1111.5X3 =3X4 =15X3 A B C D E F i i i N i ri IIII I 1 I II 1 5X3 1112X4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height NA ff 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 " 138" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor Truss must be installed as shown with top chord up. 11'4"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) P NA Ct' NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W g. Pf: NA Ce: NA VERT(LL) 0 079 C 999 360 N 620 / - / - / - / - Lu: NA Cs: NA VERT(TL): 0.173 C 999 240 H 607 / - / - / - / - Snow Duration: NA HORZ(LL) 0.021 B - - N Min Brg Width Req = 1.5 HORZ(TL): 0 033 B H Min Brg Width Reg = 1 5 Code I Misc Criteria Creep Factor 2 0 Bearings N 8 H are a rigid surface Bldg Code: FBC 6th.ed 201 7Max TC CSI 0 612 Bearing N requires a seat plate. TPI Std' 2014 Max BC CSI 0 758 73 3.5 Rep Factors Used. Yes Max Web CSI 0 300 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 -394 D - E 0 -994 B -C 0 -917 E -F 0 -381 C-D 0 -1001 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 I11111lift"' P 00.A4% Z No 70773 x3 STATE OF •V A 0 A l 0-278 06/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingq, handlingg shippin Installing and bracing. ,Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety raclices 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 hord shall have a properly attach d ri44td ceilin Lovations shown for ermanent IatQral restraint bf webs shall hav br cin installed p r BC I sections 3, B7 or B10, as appeiicable. Appp q plates to each face ofPtruss and position as shown above and on tie 9Detalls, un ess noted otherwise Refer to drawings 160A-Z for standard plate positions ALPINE Alpina, a division of ITW BulldllnccLLComponnnts Group Inc. shall not be responsible for any deviation from this drpwin any failure to build the truss in conformance with AN 1, or or han dfn shipping, installatioon and bracing of trussesA Seal on this dr wing or cover pane. N 2400 Lake Orange Dr. listingthis drawing indicates acceptance of proTessionar en ineerin9 res onsibilittyy sole) for the design shown. The suitabilitySuiteforisDesigrier1Sbc.2. 150andseofthisdrawinganystructuretheresponsibilityoftheBuildingper1ANSI/TPI For more information see this job's general notes page and these web sites ALPINE www.al ineaw.com; TPI www t inst or , SBCA www sb6ndust .tom; ICC: w .iccsafe or Orlando FL, 32837 Job Number: N330089 Ply. 1 SEON 5110 / T2 / SY42 I Cust: RR8975 JRef. 1Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Oty 1 FROM ROG DrwNo. 173 18 1514 56511 Truss Label: FT6 KM / WHK 06/22/2018 T OD T 66" 7'0"12 11'4"8 r 5'6" + V6"12 T 4,3"12 1i''i2'6" NP) 3X6 = 3X3 1.5X3 = 3X4 = 3X4 III 1 5X3 = 3X3 III3X6 A B C D E F GH WW K ru Is ii 1.5X3 1112X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL. 0.00 Enclosure: NA BCDL. 5.00 Category: NA EXP: NA Des Ld 5500 Mean Height NA ft NCBCLL' 10 00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration. 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc from endwall: NA I: NA GCpi: NA Wind Duration NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up 3 T 1 11'4" 8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce NA VERT(LL): 0.077 L 999 360 0 625 / - / - / - I - 7 3 Lu: NA Cs' NA VERT(TL): 0 154 C 999 240 G 610 / - / - / - I - 3 3 Snow Duration. NA HORZ(LL): 0 018 B - - 0 Min Brg Width Req = 1.5 HORZ(TL): 0 029 B G Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor: 2.0 Bearings 0 8 G are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.639 Bearing 0 requires a seat plate TPI Std: 2014 Max BC CSI 0 698 Rep Factors Used: Yes Max Web CSI 0 319 Members not listed have farces 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 - 398 D - E 0 - 1020 B- C 0- 929 E- F 0 - 406 C- D 0 -1026 F- G 0 - 448 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N- M 785 0 L- K 1026 0 M-L 1028 0 K -J 851 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. A- 0 0- 607 K- E 377 0 A- N 635 0 E- J 0 - 640 N-B 0 -616 J -G 669 0 k,Q• C•E•MS '' • F ••'yd) A No 70773 STATE OF •cl: fop t`••OA1S •... 0-278 06/22/2018 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS rrusses require extreme care in fabricating, handling shippin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingomponentSafetyInformation, by TPI an SBCA) fbr safety ractices prior to performing these functions. Installers shall provide temporary Iracingl per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a pro er y attached rA4id ceiling Locations shown for permanent lateral restraint bf webs shall have braacingq installed per BC I s coons B3, B7 or 10, as applicafee. Apply prates to each face of truss and position as shown above and on the JoinCDetails, unless notes otherwise. f efer to ALPINEirawings160A-Z for standard plate positions. Ipine, a division of ITW Build1n4Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the µw russ in conformance with ANSI4PI 1, or for handling, shipping, installatidn and bracing of trussesA seal on this dr wirfq or cover page , , 2400 Lake Orange Dr. isting this drawing indicates acceptance of professionar en meenng responsibility solely for the design sho n. The sui`ability Suite 150anduseofthisdrawingforanystructureispheresponsibiligoftheBuildingDesignerperANSI/TPI 1 Sec.2. or more information see this job's general notes page and these web sites: ALPINE, www at inenw corn, TPI www.l inst or . SBCA www sbandustry.com. ICC www iccsafe org Orlando FL, 32837 Job Number: N330089 Ply. 1 SEQN. 5111 / Tt / SY42 Cust: RR8975 JRef: 1Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Qty 10 FROM: RDG OrwNo 173.18.1514 56418 Truss Label: FT7 KM / WHK 06/22/2018 T SO T 17 17 56" 7'1"2 11'4"10 aa 5,6" 17 2 4,3"8 4. 1 S" 2'6" TYP) 3X6 = 3X3 1.5X3 = 3X4 = 3X4 III 1.5X3 -- 3X3 1113X6 A B C D EF IS 1.5X3 1112X4 11'4"10 T i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std NA Pg NA Ct: NA CAT NA PP Deflection in loc Udeft U# Loc R / U / Rw / Rh / RL W TCDL: 10.00 Speed NA mph Pf NA Ce. NA VERT(LL) 0.078 L 999 360 0 626 / - / - / - / - 7.2 BCLL: 000 Enclosure NA Lu NA Cs: NA VERT(TL)- 0.157 C 999 240 G 609 / - / - / - / - 3.0 BCDL: 5.00 Category' NA Snow Duration: NA HORZ(LL). 0.018 B - - O Min Brg Width Req = 1.5 Des Ld. 55 00 EXP NA HORZ(TL) 0.029 B G Min Brg Width Req = 1.5 Mean Height: NA ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 Bearings ggsO8Garearigid surface. TCDL: NA psf Soffit: 2.00 BCDL NA psf Bldg Code FBC 6th.ed 201 Max TC CSI 0.643 Bearing 0 requires a seat late. g q p Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std 2014 Max BC CSI: 0.705 Members not listed have forces Tess than Spacing 24 0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0 320 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 -399 D - E 0 - 1025 Lumber B- C 0 -933 E- F 0 -403 C-D 0 -1031 F-G 0 -449 Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #2 N Chords Tens Comp. Chords Tens. Comp. Webs 4x2 SP #3 Lumber value set "1313" uses design values N - M 788 0 L - K 1031 0 approved 1/30/2013 by ALSC M - L 1033 0 K - J 854 0 Additional Notes Maximum Web Forces Per Ply (Ibs) See ANSI/TPI 1 Sect 7 for additional bracing Webs Tens.Comp. Webs Tens. Comp. requirements. Bracing material to be supplied by erection contractor A- 0 0 -609 K- E 381 0 Truss must be installed as shown with top chord up. A - N 637 0 E - J 0 -642 N-B 0 -618 J -G 672 0 PNp M- yrii Q• C E.N .+ No 70773 er STATE OF <v A% t+' 0 1 N, Off, 1{w. 0-278 06/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shippin installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fbi safety ractices 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 properly attach d rigid cellln9 Lovations shown for permanent lateral restraint bf webs shall have braacin9 installed per BC I sections 3, B7 or B10. as app icafsle Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions ALPINE MAlpine, a division of ITW Buildl1nccL Components Group InC. shall not be responsible for any deviation from this drpwin any failure to build theITinconformancewithANSI/TPI 1, or for handlirlqq. shippingq, installation and bracing of trussesA eal on this dr wing9 or cover e µwmr,,,,,,,. pa , , listin this drawing indicates acceptance of pproTessiona! en ineennq responsibility solely for the desi n shoWn. The suicabiltabilityusethisforisDesigrfer 2400 Lake Orange Dr. Suite 150andofdrawinganystructure [he responsibility the Building perANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites, ALPINE www.at ineaw corn; TPI. www t inst or , SBCA www sbandust .com ICC www iccsafe org Orlando FL, 32837 Job Number: N330089 Ply. 1 SEON. 5112 / T13 / SY42 Cust: R R8975 JRef, 1 Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Qly: 1 FROM: RDG DrwNo' 173.18.1514.56105 Truss Label: FT7GE KM / WHK 06/22/2018 1'9" 2'11"12 5'3"2 692 8'42 11'1"2" 11'p"14 1'9" + 1.2"12 2'3"6 + 1'6" + 1'7" f' 2'92 1, 3" -- 1' 2"12 9"14 1' 2"e -I F-- --I F-1'3" --I I--1'7" --I I- 1'2"2 -I f- 117.6 -I 4X4 AB C 1114X4 III3X4 D E F 3X3 3X31113X6 =6X6 G H I J K T m T 7 Z" T 5 2 1 P O N M L T S R Q 1114X4 6X6 III2X4 — 3X4 t- 5'3"14 6'1" j- 11'4"14 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed 150 mph BCLL. 000 Enclosure' Closed BCDL. 5.00 Risk Category. II EXP: Des Ld 55Mean 00 MeanHeight15.00 It NCBCLL: 10. 00 TCDL: 4.2 psf Soffit: 2. 00 BCDL 3 0 psf Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing: 24. 0 " C&C Dist a 3.00 ft Loc. from endwall: Any GCpr 0. 18 Wind Duration: 1.00 Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #1 :T2 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 Special Loads Lumber Dur. Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 291 plf at 0 00 to 350 plf at 5.88 TC: From 387 plf at 5.88 to 387 plf at 11.28 BC From 10 plf at 0.00 to 10 plf at 10.97 Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on 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 Provide for complete drainage of roof. 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 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 Defl/ CSI Criteria PP Deflection in loc Udeft U# VERT(LL) 0.053 N 999 360 VERT(TL): 0.213 N 554 240 HORZ(LL): - 0.011 J - - HORZ(TL) 0.026 J Creep Factor: 2.0 Max TC CSI: 0.881 Max BC CSI: 0.908 Max Web CSI 0.760 Maximum Reactions ( Ibs), or'=PLF Loc R / U /Rw /Rh /RL /W T' 316 / 29 130 /- /- /607 P 1158 / 99 /95 /- /- /6.4 J 1330 / 112 /102 /- /- /3.2 Wind reactions based on MWFRS T Min Big Width Req = - P Min Brg Width Reg = 1 5 J Min Brg Width Reg = 1.5 Bearings T, P, & J are a rigid surface. Bearings T & P require a seat plate Members not listed have forces less than 375# VIEW Ver. 17 02 01A 1115 211 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. E - F 220 -1200 H - 1 211 - 1099 F - G 226 -1233 1 - J 204 - 1069 G - H 205 -1076 4,1111111110" I C E Ivg Ll4, 0. No 70773 cr ID STATE OF W: s;c OAI SRO ry • . f11111111111 0- 278 06/22/ 2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens Comp P - 0 420 - 86 N - M 1238 - 227 O - N 1233 - 226 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp A-T 119 -655 E-0 1239 -214 A - S 576 -117 0 - F 135 - 824 S - B 116 - 453 M - J 1597 - 305 P - E 203 -1200 Maximum Gable Forces Per Ply (Ibs) Gables Tens. Comp. Gables Tens. Comp. C - R 94 - 425 I - M 184 - 913 D - 0 80 - 444 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&q shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fbr 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 $hall have a properly attach d rigAid ceiling Locations shown forDermanent IatQral restraint i7f webs shall hav bracing insTalled per BCSI sections l}3, B7 or 810, as applicable AppTy plates to each face. or truss and position as shown above and on tI a Joint Details, unless noted otherwise. Refer to ALPINE drawings a 60A-Z for standard plate positions. At ing, a division of ITW Build1n$Components Grpup In,,. shall not be responsible for any deviation from this drpwinu any failure to build the ., c , tr ss in conformance with ANSI4P1 1, or for handling shipping, installabdn and bracing of trussesA Seal on this dr wing or cover page. , 2400 Lake Orange Dr. stingthis drawing, indicatesacceptanceofproe'essionaQ en impairing res onsibilit yy solely for the des i n shov7n. The suifabili Suite 150 and se ofthisawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. ry For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitw.com, TPI www i inst or , SBCA www sbcindust corn; ICC' w•nv icesafe.org Orlando FL, 32837 VARIOUS 9A6 9A7 ,258IVC/258TC ,R/01 Oty: 1 I FROM: RDG / T3 / SY42 I Dr / NoR 73. 8.1514.5 9084950072Truss Label: FT8G Loading Criteria (psf) TCLL: 40.00 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 ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C& C Dist a: NA ft Loc. from endwall NA I: NA GCpi NA Wind Duration: NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 3.43 BC From 10 plf at 0.00 to 10 plf at 3.43 TC: 610 lb Conc. Load at 1.58 Additional Notes Truss must be installed as shown with top chord up. 1' 7"8 1'9" 11 3'5" 3 1' 7"B 17 8 F-- 1'3"12 --{ f3" 1 1,3„ 12 III 1.5X3 4X4 11115X3 =3X6 A B C D T in 1 1112X4 G F 3X4 3X4 i— 3'5"3 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 Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W H 522 / - / - / - / - / 4.0 VERT(LL) 0.016 B 999 360 VERT( TL)' 0.028 B 999 240 E 465 /.- HORZ( LL)- 0.002 B - H Min Brg Width Req = 1.5 HORZ( TL). 0.003 B E Min Brg Width Req = - Creep Factor: 2.0 Bearing H is a rigid surface. Max TC CSI: 0.275 Max BC CSI: 0 294 Members not listed have forces less than 375# Max Web CSI: 0.259 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp B - C 0 -391 C-D 0 -376 Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.01A 1115 21 Chords Tens Comp. G - F 391 0 I 1 t fl I rl,/l"`,' E Nis No 70773 O: STATE OF •41: i l•Oli1 0- 278 V 06/ 22/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. A- H 0 -494 F -D 545 0 A- G 533 0 D- E 0 - 447 G- B 0 -471 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installing.and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fbr safey practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a proper y attach d r qidceilin Locations shown forpermanent latgral restraint of webs shall hay bra0cin9 inslalled per BCSI actions B3, B7 or 910, asapplicaaAppyplatestoeachface. of truss and position as shown above and on the JoincDetails, unless note otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Al ine, a division of ITW Buildl1n cp ComponpntsGrgup In,shall not be responsible for any deviation from this drpwinp any failure to build the ,,, ro,, truss in conformance with ANSI/TP1 1, or or handling, s ipping, installation and bracing of,trussesA seal on this drBwinq or cover pa e , , 2400 Lake Orange Dr. listing this drawing, indicates acceptance Gf proTessionaf en ineerin responsibility sole) for the des' n sho Tn. The suitability anduseofthisawingforanystructureistheresponsibiliqtheBuildingDesigrierperANSI/TPI 1 S2c.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.sbcjndusiry com, ICC. www iccsafe org Orlando FL, 32837 8975 VARIOUS 9A6 9A70,258MC/258TC ,R/01 I Oly' 1 FROM. HMT / T73 / SY42 DrwNo• R1173 18..11514' 67159750072 Truss Label: FT10G KM / PPH 06/22/2018 Loading Criteria (psf) TCLL 4000 TCDL 1000 BCLL: 0.00 BCDL: 500 Des Ld: 5500 NCBCLL: 1000 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 #2 N Bot chord 4x2 SP #2 N 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 4 plf at 0.00 to 4 plf at 4.00 BC From 10 plf at 0 00 to 10 plf at 4.00 TC: 804 lb Conc. Load at 0 15, 0.34, 2 15 Additional Notes Truss must be installed as shown with top chord up. 178 2'47 3'111115 178 8"15 178 17-12 --{ 4X6 1112X4 1112X4 =3X6 A B C D E 1112X4 i- 311 15 -i 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 H 2O08 / - / - / - / - / 4.0Pf: NA Ce NA VERT(LL): 0.023 C 999 360 Lu NA Cs: NA VERT(TL) 0 042 C 999 240 E 505- Snow Duration. NA HORZ(LL): -0.009 D - - H Min Brg Width Req = 1.5 HORZ(TL) 0.013 D Creep Factor: 2.0 E Min Brg Width Req = - Bearing H Is a rigid surface. Code / Misc Criteria Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.860 TPI Std. 2014 Max BC CSI, 0 319 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.384 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)I10(0) Plate Type(s) A- B 0 -416 C- D 0 -415 VIEW Ver 17.02.01A.1115.21WAVE B - C 0 -438 Ntn rr rrr i No 7077301 O STATE OF 00. FiT' pit 0-278 06/22/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. G - F 438 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. A-H 0-2011 C -F 0 -475 A-G 692 0 F -D 597 0 G-B 0 -450 D-E 0 -468 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fabricating, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) handling, sashipping, practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attachud rig9id ceiling Locations shown forpermanent lateral restraint t5f webs shall have bracing installed per BCSI sections B3, 87 or 810, as applicaf3le Apply plates to each face oftrussand position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE drawings 460A-Z for standard plate positions. Alpine, a division of ITW Buildl1ng Compon nts Group InC shall not be responsible for any deviation from this dr8wing any failure to build the µrrwc M truss in conformance with AN 1, or >or handllrlp shipping, installation and bracing of,trussesA seal on this dr8wing or cover page , , 2400 Lake Orange Dr. listin this drawing, indicates acceptance of pro essiona en ineerinq responsibility sole) for the des i n shown. The suitability Suite 150 and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 SAc.2. y For more information see this job's general notes age and these web sites ALPINE: w al ineuw tom; TPI: www.t mst.or ; SBCA: www.sbcindust .coin, ICC: v iecsafe.or Orlando FL, 32837 Job Number: N330089 Ply. 1 SEQN, 5115 / T37 COMN Cust R8975 JRef. 1W089750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Qty' 8 FROM: PFH DrwNo: 173 18 1514 56404 Truss Label: Al KM / FV 06/22/2018 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 " 7'10"14 15' 7'10"14 7'1"2 1+ 10' 10' Wind Criteria Wind Sid. 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 It Loc. from endwall: not in 4.50 ft GCpr 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 :132 2x6 SP #2 N. Webs 2x4 SP #3 :W2, W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3,:Rt Wedge 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. a Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu. NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code. FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT'20(0)/10(0) Plate Type(s): WAVE 22' 1"2 T 2 5x5D 30' 10, 20' DeFl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0126 H 999 360 VERT(TL): 0.438 H 999 240 HORZ(LL). 0 046 H - HORZ( L): 0.103 H Creep Factor: 2.0 Max TC CSI: 0.936 Max BC CSI: 0.798 Max Web CSI 0.668 VIEW Ver 17.02.01A.1115.21 0111111111/1,, fo No 70773 C O: STATE OF •4V: F.p krIq" S/0 0-278 V 06/22/2018 30' T10" 14 10' , 1' 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 1 - D 900 - 422 H - E 398 - 513 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingp shippin installing.and bracing Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an c7 SBCA) handling, safety ractices prior to performing these functions Installers shall provide temporary BCSI, Unless noted o herwise,top chord shall have proper)yy attached structural sheathing and bottom hord shall have a properly id ceilingg Locations shown for permanent lateral restraint Of webs shall hav braacingq installed per BC I sections B3, 87 or 810e. AppTy plates to each face of ttruss and position as shown above and on tI a Joini Details, unless noted otherwise. Refer to' e of tins drawing for any Inc. shall not I responsibility of the Building Desigrier web sites ALPINE. www aipineitw com, TPI ww his drawin anv failure to build the on this drawing or cover pa e , iv design shown. The suit9abllity ALNE mrrw COMMNY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 Ply 1 SEON: 5116 / T36 / HIPS Cusl: R R8975 JRef* 1 Wcl89750072 VARIOUS ,9A6/9A7 ,258MC1258TC ,R/01 Oty: 2 FROM ROG DrwNo: 173.18.1514.56231 Truss Label: A2 SN / WHK 06/22/2018 13' 17' 23'5" 3" 647" 6'5" 6'7" 4X10 5X8 D E 30' 1' 10, 10, 10, 1' 10, 20' 30' Loading Criteria (psf) TCLL 2000 TCDL: 1700 BCLL' 000 BCDL. 1000 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: 23.69 ft TCDL: 4.2 psf BCDL. 5 0 psf MWFRS Parallel Dist h to 2h C&C Dist a. 3 00 ft Loc. from endwall. not in 9.00 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 #1 :132 2x6 SP #2 N: Webs 2x4 SP #3 :W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3"Rt Wedge 2x4 SP #3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 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 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct' NA CAT: N/ Pf NA Ce NA Lu: NA Cs: NA Snow Duration' NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used Yes FT/RT'20(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0.127 1 999 360 VERT(TL): 0.449 1 999 240 HORZ(LL)' 0.053 1 - - HORZ(TL): 0.120 1 Creep Factor 2 0 Max TC CSI, 0 841 Max BC CSI: 0.831 Max Web CSI: 0.258 VIEW Ver: 17.02.01A.1115.21 PNp0 A4 4k No 70773 ' p: STATE OF 'WZ 0 i r ky.. 0-278 V 06/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1618 1308 / 1030/ - / 254 / 4.0 G 1631 / 308 / 1030 / - / - / 4.0 Wind reactions based on MWFRS B Min Brg 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 1040 - 2703 E - F 971 - 2359 C - D 970 - 2330 F - G 1039 - 2732 D -E 874 -1713 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - J 2309 - 796 1 - G 2334 - 824 J-1 1727 -518 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, handlin shi pin installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI and SBCA) for satPety ractices prior to performing these functions Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aid ceilingg Locations shown for termanent lateral restraint f webs shall have braacinq ins elled per BCSI sections B3, 87 or B10sle - AppTy plates to each face. of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE f ITW Buildl1'ncLComponents Group Inc shall not be responsible for any deviation from this drawin any failure to build theewithANSIf}PI 1, or for handling shipping, installatldn and bracing of,trussesA seal on this dr wirfg or cover page, q indicates acceptance of professional en ineennq responsibility sole) for the des* n shovTn. The suiPabilitydrawingforanystructureisfheresponsibiIVoftheBuildingDesigrierperANSI/TPI 1 Ac.2. e this job's general notes page and these web sites: ALPINE: www aipineitw corn, TPI www 1pinst org' SBCA' www.sbandustry.com, ICC. www.iccsafe n oDwvun 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 Ply. 1 SEQN. 5117 / T35 / HIPS Cust' RR8975 JRef• 1Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Qty 2 FROM. RDG DrwNo: 173.18.1514.56637 Truss Label, A3 KM / WHK 06/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL 0.00 BCDL. 10.00 Des Ld: 47 00 NCBCLL: 1000 Sour 0.00 Load Duration: 1.25 Spacing. 24 0 " 57" 57' 10, 10' Wind Criteria Wind Sld 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 ft GCpi 0 18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N .T2 2x4 SP #1: Bot chord 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 "1313" 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' 19, 8' sSS00514 T2 =SSE 14 Snow Criteria (Pg,Pt 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 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): 0124 1 999 360 VERT(fL): 0.446 1 999 240 HORZ(LL): 0 056 1 - - HORZ( L): 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 0", 1111 m If', lc .• lc •, S ii No 70773 O: STATE OF kJ: A" • L FiS' •: O fi 1 0-278 06/22/2018 24'5" 30' 5'5" 5'7' 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 Brg Width Req = 1.9 G Min Brg Width Req = 1.9 Bearings B 8 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 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 (BuildingComponentSafetyInformation, by TPI an SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporarryy bracing per SCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pePly attached rqid ceiling Locations shown for permanent lateral restraint bf webs shall hay braacingq inslalled per BCSI actions B3, B7 or B10 as applica e. Apply places to each face of truss and position as shown above and on tt a JoinfDetails, unless notetl otherwise. Refer to' drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW BUt ildl1ncc ComponQnts Grpup InC shall not be responsible for any deviation from this drawing ally failure to build the o,,,,,,,,, truss in conformance with ANSI/TPI 1, or for handIiriq, shipping, installation and bracing of,trussesA Beal on this dr8winq or cover page , , 240o Lake Orange Dr. listingthis drawing indicates acceptance of prd essionaf en ineering res onsibilittyv sole) for the desi n shown. The sui abiliandseofthisdrawingforanystructureistheresponsibilit7oftheBuildingDesigrSerperrANSVTPI1S-6c.2. ty 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.sbondustry.00rn, ICC www iccsafe org Orlando FL, 32837 Job Number: N330089 Ply. 1 SEQN: 5118 / T34 / HIPS Cust: R R8975 JRef 1 Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Qty: 2 FROM-RDG DrwNo' 173 18 1514 56574 Truss Label: A4 KM / WHK 06/22/2018 Loading Criteria (psq TCLL 2000 TCDL. 1700 BCLL' 0.00 BCDL 1000 Des Ld: 47.00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 5'11" 5'11" 10, 10, 9' 15' 6' Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category II EXP: C Mean Height, 22.69 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 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. 21' 24'1" 30' 6' 3' 1'. 5' 1 T 4X6 =4X4 a 4X6 D E F 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 30' 10, 20' Deft/CSI Criteria PP Deflection in loc Udeft U# VERT(LL): 0124 E 999 360 VERT(fL): 0475 E 999 240 HORZ(LL): 0 048 J - HORZ(TL): 0.117 J Creep Factor 2 0 Max TC CSI: 0 782 Max BC CSI. 0.806 Max Web CSI, 0.340 VIEW Ver: 17.02.01A.1115 21 4,{{ llllrfl II/ C ENS '''4 No 70773 ' t Ir: STATE OF : X` i o A t WOP 0-278 06/22/2018 10, 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1548 / 440 / 1022 / - / 187 / 4.0 H 1548 / 440 / 1022 / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1 8 H Min Brg Width Req = 1 8 Bearings B & H 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 1080 - 2524 E - F 989 - 2053 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 sses require extreme care in fabricating, handling shiippm installing and bracing. Refer to and follow the latest edition of BCSI (Building nponent Safety Information, by TPI and SBCA) fbr sa ety ractices prior to performing these functions. Installers shall provide temporary in per BCSI Unless noted olherwise,top chord shall have property attached structural sheathing and bottom hord shall have a proper ychrigidceilinLovationsshownforpermanentlateralrestraint6fwebsshallhavbracininstalledprBCsctionsB3, B7 or 810 1pp ica e. Appply plates to each face. of truss and position as shown above and on tI a JointgDetails, un ess notedeotherwise. Refer to' Nings t 60A-Z fbr standard plate positions of ITW Build1ncct Compon nts Group In C shall not be respponsible for any deviation from this dr?win anvy failure to build the nce with ANSIlTPI 1, or or handling shipping, installatidn and bracing of trussesA eal on this dr wirSg or cover page, ny indicates acceptance of prolessionar en ineering responsibilittyv solely for the desi n shown. The suitabilitydrawingToranystructureistheresponsibilityoftheBuildingDesigrierper1ANSI/TPI 1 Sec.2. lee this job's general notes page and these web sites: ALPINE: www.aipmeitw corn, TPIwww tpinsl org, SBCA www sbandustry.com; ICC: www.iccsa6 A IPL NEm rr.00~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 Ply. 1 SEON: 5119 / T52 / SPEC Cust. RR8975 JRef: 1Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Oty. 1 FROM PFH DrwNo. 173.18 1514.57541 Truss Label: A5G KD / OF 06/22/2018 7' 15' 23' 30' 7. T 8' 8' 7, -1 eSSC712 1113XD8 R8XE0 T2 12 6T T a) (a) 4X6(C1) 9=5X5(C8) W2 T3 4X8(C8) 66 FTyeAL G K 1114X8 =SS1017 III2X4=4X4(C1) 30' 6'10"4 i 8'1"12 81"12 6'l0"4 1' i 6'10"4 15' 2X 12 30' Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 Wind Std ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL. 17.00 Speed: 150 mph Pf' NA Ce NA VERT(LL): 0 226 D 999 360 K 3881 / 2033 / - / - I - / 4.0 BCLL: 000 Enclosure: Closed Lu. NA Cs. NA VERT(TL) 0 849 D 663 240 F 2897 / 1290 / - / - / - / 4.0 BCDL 1000 Risk Category 11 Snow Duration NA HORZ(LL). 0.039 C - - Wind reactions based on MWFRS Des Ld' 47.00 EXP C HORZ(TL) 0 093 C K Min Brg Width Req = 3 2 Mean Height: 22.19 ft NCBCLL 10 00 Code I Misc Criteria Creep Factor. 2.0TCDL4.2 psf 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 & F are a rigid surface 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# Re Factors Used: Yes Max Web CSI 0 655Spacing: 24.0 " C&C Dist a' 3.00 ft P 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 17.02.02A.1213 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: T3 2x4 SP #1: WIND LOAD CASE MODIFIED! B - J 6883 - 3260 1 - H 4825 - 2129 Bot chord 2x8 SP 2400f-2 OE J - 1 6844 - 3259 H - F 4824 - 2124 Webs 2x4 SP #3 .W2 2x4 SP #2 N THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR ENDW42x4SP2400f-2.OE Maximum Web Forces Per Ply (Ibs) Lumber value set "1313" uses design values Webs Tens Comp Webs Tens. Comp. approved 1/30/2013 by ALSC J - C 945 - 306 D - 1 865 - 1208 Bracing C - 1 2580 -1117 1 - E 4784 - 2153 a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced Attach with (2) 8d Box or Gun nails(0 113"x2.5",min.) Restraint material to be supplied and attached at both ends to a suitable lili{il 1 111% support by erection contractor. 'RQ(i a) or scab reinforcement may be used in lieu of CLR P, restraint. substitute (1) scab for (1) CLR and (2) R" C•E•N$'•. scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and No 70773 80% length of web member. Attach with 0 128x3" gun nails @ 6" oc. Special Loads STATE 11F kl: Lumber Dur.Fac.=1 25 / Plate Dur.Fac.=1.25) • . • TC. From 78 pIf at -1.00 to 78 plf at 31.00 TA••.A OBC' From 20 pIf at 0 00 to 20 pIf at 30.00 41 •"' TC: 562 lb Conc. Load at 7.03 00, TC 250 lb Conc. Load at 7 ,11.06,13.06 BC. lb Conc. Load at 03 BC: 136 lb Conc. Load at 9 06,11.06,13.06 BC. 1389 lb Conc. Load at 14.27 #0-278 06/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing, and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI SBCA) Qrand safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rlgid ceiling Locations shown forpermanent lateral restraint bf webs shall have braacin installed per BCSI s ctions B3, B7 or 810, asappicaaApplyplatestoeachfaceofptrussandpositionasshownaboveandontheJoinf9Details, unless note otherwise Refer to drawings 160A-Z for standard plate positions. 11 1""I A 1 C ALPINEAlpine, a division of ITW Buildl1n9g ComponQnts Grpup Inr shall not be responsible for any deviation from this drawin any failure to build the 1 `i µMMc trussinconformancewithAN1, or for handling s ipping, installatidn and bracing of.trussesA on this dr wing SeallistingthisdrawingindicatesacceptanceofproTessionarenineenngresponsibilittyvsolelyforthedesinshoQn. and use of this drawing for any structure is the io the Building Desigrier ANSI/TPI 1 Sec.2. or cover paqe. , 2400 Lake Orange Dr. ThesuiTablllty9Suite 150 responsibilperFor more information see this job's general notes page and these web sites ALPINE www al ineaw.com. TPI. www t inst or , SBCA www,sbcindustry com, ICC www imsafe.org Orlando FL, 32837 Job Number: N330089 I Pry: 1 SEON. 5120 / T49 / HIPS I Cust RR8975 JRef• 1Wc189750072 VARIOUS .9A6/9A7 ,258MC/258TC ,R/01 Oty 1 FROM ROG DnwNo. 173.18.1514.57214 Truss Label: A5GA KD / OF 06/22/2018 7' 15' 23' 30, 7, 8' i' 8' 7. ' I 8X8 1113X8 s 8X8 C D T2 E 12 6 m ( a) a) W 6X6(C3 W2 = 6X6(C3) B F C;1yeA8L C 5X5( C3) 1114X4 =H1014 1114X4 =5X5(C3) 6' 10"4 6' 10"4 Loading Criteria (ps0 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: 47.00 Mean Height: 22.19 ft NCBCLL: 1000 TCDL: 4.2 psf Soffit: 000 BCDL 5.0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 144.00 GCpi: 0.18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE :T2 2x6 SP SS: Bol 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 "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 11 Wx2.5",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 8' 1"12 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 TPI Std: 2014 Rep Factors Used: Yes FT/ RT:20(0)/10(0) Plate Type(s), WAVE, HS Special Loads 30' 8' 1"12 23' 1"12 Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL): 0.264 D 999 360 VERT( TL): 0 987 D 569 240 HORZ( LL) 0 069 H - HORZ( TL): 0.164 H Creep Factor, 2 0 Max TC CSI: 0.969 Max BC CSI: 0.869 Max Web CSI: 0 535 VIEW Ver: 17.02.02A.1213 21 Lumber Dur.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 pIf at 31.00 BC' From 20 plf at 0.00 to 20 plf at 703 BC From 10 plf at 7.03 to 10 plf at 2297 BC' From 20 plf at 22.97 to 20 plf at 3000 TC: 565 lb Conc. Load at 7 03 TC: 254 lb Conc. Load at 9 06,11.06,13.06,15.00 TC: 250 lb Conc Load at 16 94,18.94,20.94 TC- 562 lb Conc. Load at 22.97 BC 579 lb Conc Load at 7.03 BC 137 lb Conc. Load at 9.06,11.06,13.06,15 00 BC. 136 lb Conc Load at 16 94,18.94,20.94 BC: 574 lb Conc Load at 22.97 0nI1Ifr",,' I M. L r{ XEIV No 70773 STATE OF *k4: V 0-278 06/ 22/2018 6' 10"4 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 3660 / 1670 / - / - / - 14.0 F 3652 / 1660 / - / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Reg = - F Min Brg Width Req = - Bearings B & F are a rigid surface. T_ ih 0 T Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B - C 3192 - 7023 D - E 4029 - 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 684 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 DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingp, handlingq shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an c7 SBCA) fb safety ractices prior to performing these functions. Installers shall provide temporary BCSI Unless noted olherwise,top chord shall have property attached structural sheathing and bottom Chord shall have a propperly aid ceilingp Locations shown forpermanent lateral restraint f webs shall have bra8wnq inslelled per BCSI sections B3, B7 or B10, sle - AppTyplatestoeachface, of ttruss and position as shown above and on the Join, Details, unless noted otherwise liefer to ALPINE Alpine, a division of ITW Buuildl1ng omponQnts Group InG. shall not be responsible for any deviation from this drewing any failure to build the truss in cgnformance with AN51/T 1 1, or or handllriq, shippinp, installatldn and bracing of,trussesA seal on this drawing or cover page , listing this drawing indicates acceptance of professional en Ineenng responsibility solely for the desi n shovTn. The suiCability and useofthisyawingforanystructureistheresponsibilitofthebuildingDesignerper'ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites ALPINE, www.alpineitw.com TPI www tpinst org' SBCA: www.sbundustrycom ICC' www tccsaf l 00~ 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N330089 Ply. 1 SEON: 5121 / T18 / COMN Cust RR8975 JRef: 1W089750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Oty, 4 FROM. RDG DrwNo: 173.18.1514 56918 Truss Label: G1 KM / WHK 06/22/2018 Pm rn n Loading Criteria (ps0 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" 5'7"4 1018" 5'7"4 5'0"12 F 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 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 "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT. N/ Pf: NA Ce: NA Lu: NA Cs NA Snow Duration. NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Sid 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE 168"12 5'0" 12 08D 21'4" 6'7"8 l y l l'.12 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0 049 H 999 360 VERT(fL): 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 cP No 70773 0: ;Cr p•: STATE OF •V 61 O 18661110%, 0-278 06/22/2018 21'4" 5'7.4 1 1 7'4"4 21'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1126 / 323 / 775 / - / 201 / 8.0 F 1043 /291 /631 /- /- /80 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 F Min Brg Width Req = 1.5 Bearings B & F are a rigid surface Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp B - C 612 -1770 D - E 637 - 1562 C - D 609 -1552 E - F 639 - 1781 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - H 1510 - 483 G - F 1522 - 485 H - G 1025 - 257 Maximum Web Forces Per Ply (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, handlingq shi pin Installing and bracing.. Refer to and follow the latest edition of BCSI (Building Coatponent Safety Information, by TPI anr7 SBCA) fbP safety ractices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted o herwise,top chord shall have proper attached structural sheathing and bottom hord shall have a proper y attachd rigid ceilin Lovations shown for permanent lateral restraint f webs shall hav bracing mslalled per BCI sections B3, 87 or 810, as app ica e. App y plates to each face of truss and position as shown above and on fie Join`Detalls, unless noted otherwise Refer to drawinALPINE gs160A-Z fpr standard plate positions Alpine, a division of ITW Buildlnc omponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIrf 1 1, or ffor handlirip shipping, installation and bracing of trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofproTessionarenineenngresponsibilittyysolelyforthedesinshoviin. The suitability Suite 150 anduseofthisgrawingforanystructureistheresponsibilitoftheBuildingDesigrierperANSI/TPI 1 Sbc.2. For more information see thisjob's general notes page and these web sites ALPINE. www.al ineitw.com; TPI w t inst or : SBCA www sbandustry.com. ICC w Jccsafe.orq Orlando FL, 32837 Job Number: N330089 Ply 1 SEON. 5122 / T15 / COMN Cust: R R8975 JRef. 1 Wcl89750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Oty: 6 FROM PFH DrwNo 173 18 1514 57666 Truss Label: G1A KD / DF 06122/2018 0 m N 7i LoadingCriteria ( ps0 TCLL 2000 TCDL. 1700 BCLL' 000 BCDL. 10. 00 Des Li 47 00 NCBCLL. 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing 24.0 " 5' 7"4 108" 5'7"4 6012 1, + T4"4 T4" 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: h/ 2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9 00 ft GCpi 0 18 Wind Duration: 1.60 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 N Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Snow Criteria ( Pg,Pf in PSF) Pg NA Ct. NA CAT: N/ Pf. NA Ce: NA Lu: NA Cs' NA Snow Duration. NA Code / 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 15'8"12 21' 4" 5'0"1'2 57'4 4X4 D 21'4" 6'7" 8 13. 11"12 Defl/ CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.049 H 999 360 VERT(TL): 0.188 H 999 240 HORZ(LL)' 0.020 H - - HORZ(fL). 0.048 H Creep Factor: 2.0 Max TC CSI: 0. 370 Max BC CSI' 0 670 Max Web CSI. 0 205 VIEW Ver: 17.02. 02A 1213.21 Itllffiffl No 70773 c P STATE OF . 0. , c 0-278 06/22/ 2018 7' 4"4 21' 4" 1 Maximum Reactions (Ibs) Loc R /U /Rw / Rh /RL /W B 1123 1322 1774 / - / 214 / 8.0 F 1123 / 322 / 774 / - /- / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 F Min Brg Width Req = 1.6 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp B - C 602 - 1765 D - E 603 - 1548 C - D 603 - 1547 E - F 602 - 1766 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 1506 - 426 H - F 1506 - 452 1 - H 1020 - 225 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. C - 1 217 - 376 D - H 537 - 207 1 - D 536 - 207 H - E 217 - 376 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingq shippin installing and bracing Refer to and follow the latest edition of BCSI (Building t Safety Information, byTPIan SBCA) fb safely ractices prior to performing these functions. Installers shall provide temporarryY BCSI , Unless noted olherwise, top chord shall have properixy attached structural sheathingp and bottom hord shall have a pro Lperly f id ceilin Locations shown for ermanent lateral restraint of webs shall hav bracin insjilled p r BC I s ctions B3, B7 or 810, e App y platestoeachfaceotttrussandpositionasshownaboveandonf(,e Joini9Details, un ess note otherwise Defer to BOA-Z for standard plate positions. Alpine, a division of ITV truss in conformance w listing this drawing, IT and use of this i9 av For more information see this u1 ildl1' ,$c Components Gaup InC shall not ANSI/TPI 1, or for hantllirig shipping, in a es acceptance of proTessional en g for any structure Is the responsibilit s general notes page and these web sites ALPIN for any deviation from this drpwin afty failure to build the acing oftrussesA seal on this drewir g or cover pa e ionsibility solely for the des' n shown. The suitability g Desigrier per ANSI/ TPI 1 Sec.2. TPI www. www.iccsafe ALPINE m rrw c 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 Ply: 1 SEQN. 5123 / T24 / GABL Cust: RR8975 JRef: 1Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/O1 Oty. 1 FROM PFH DrwNo. 173.18.1514.57370 Truss Label: GE1 KD / OF 06/22/2018 1018, 21 r to•e- to•e- F 4'8' T— 2' —1 rvP) e4x F Loading Criteria ipso Wind Criteria TCLL 2000 Wind Std: ASCE 7-10 TCDL 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 1000 Risk Category: II EXP: C Des Lc: 47.00 Mean Height: 15.00 tt 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 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS S16015ENC100815 & GBLLETIN1014 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT' N/ Pf: NA Ce: NA Lu: NA Cs NA Snow Duration, NA Code / Misc Criteria Bldg Code. FBC 6th.ed TPI Std: 2014 Rep Factors Used: Yes FT/RT 20(0)110(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0.004 R 999 360 VERT(TL): 0.016 R 999 240 HORZ(LL)' 0.003 L - - HORZ(TL): 0.006 L Creep Factor: 2.0 Max TC CSI: 0.232 Max BC CSI 0.193 Max Web CSI: 0.086 VIEW Ver 17 02.02A 1213 21 No 70773 Jr 9= SLATE OF '40 0. A% 0AI l.- 5'/ N n 0-278 06/222018 Maximum Reactions (lbs), or •=PLF Loc R /U /Rw /Rh /RL /W J• 105 / 30 / 63 /- / 10 / 255 Wind reactions based on MWFRS J 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 fabricatingg, handlingq shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building COT onent Safety Information, by TPI and SBCA) (b safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord $hall have a properlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavbraacingqinslalledperBCSIsectionsB3, B7 or 910 as applicable. Apply plates to each face of truss and position as shown above and on tI a Joinl Details, unless noted otherwise. Refer to' ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Build1 hCompon nts Grpup In, shall not be responsible for any deviation from this drawin any failure to build the µr,t m ,µ 1rTs's in conformance with ANSI4PI 1, or or handlirip, shipping, installation and bracing of,trussesA Seal on this drawing or cover page. , 2a00 Lake Orange Dr. listing this drawing indicates acceptance of proTessionai en ineerin9 responsibilittyv sole) for the des i n shov7n. The sui ability Suite f 50anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesigrSerpeANS1ITPl1S2c.2. For more information see this Job's general notes page and these web sites ALPINE www alpineitw cam; TPI. www.tpinst.org, SBCA: www sbcindustry.com. ICC. www.iccsafe.org Orlando FL, 32837 Job Number: N330089 Ply 2 SEQN: 5124 / T70 / FLAT Cust R R8975 JRef: 1 Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Qty: 1 FROM' RDG DrwNo: 173.18.1514 56246 Truss Label: FG1 KM / WHK 06/22/2018 2 Complete Trusses Required 2'3"15 20'10"1 110 15 5. 1 2 511 14 6116 1 015 5{I— 2'0" 15 2'" 7 2'0"7 1'9'91,9"9 2'4"1 2022' 11 4X10 T1 6X6 5X10 4X8 6X12 8X8 =4X10 4X12 6X6 5X10 A B C D E F G H I T3 J K T ws s W20 BL1 V U T S RM O P B2 O N M L 1114X6 4X8 8X10 8X14('•) =4X6 1112X4 8X8 1114X6 r T11"9 Loading Criteria ( psf) TCLL: 40. 00 TCDL. 1000 BCLL: 000 BCDL: 500 Des Ld: 55. 00 NCBCLL 0.00 Soffit: 2. 00 Load Duration: 1 00 Spacing: 24.0 " 2'0" 7 2'0" 7 1'111,15 1'11"15 2'3"9 2'0"7 4'0" 14 60"13 8'0"12 1014"5 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/ 112013) Top chord 2x6 SP SS : T1 2x6 SP 2400f-2.OE, T3 2x4 SP 2400f-2. 0E' Bot chord 2x6 SP SS . 132 2x6 SP 2400f-2.OE. Webs 2x4 SP #3'W6, W7, W8, W12, W20 2x4 SP #2 N W9 2x6 SP #2 N: W10, W19 2x4 SP 2400f- 2.OE: Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128" x3" nails Top Chord: 1 Row @ 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 spans at 24" oc in lieu of structural sheathing. 12'6"9 27"9 1 1'11" 1 2'0"2 2'0"8 12'6" 14 14'5" 14 16'6" 1 18'6"9 2'3"8 20'10" 1 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 Pf NA Ce NA VERT( LL): 0.178 O 844 360 V 2251 / 45 / - / 0 / - 5.7 Lu: NA Cs: NA VERT( fL): 0.312 O 614 240 R 11451 / - / - / 1 / - 4.0 Snow Duration: NA HORZ(LL): 0.013 G - - L 4469 /- / - / - / - 3 0 HORZ(TL): 0.018 G V Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor, 2 0 R Min Brg Width Req = - Bldg Code: FBC 6th ed 201 Max TC CSI 0 773 L Min Brg Width Req = 1.9 TPI Std 2014 Max BC CSI. 0.904 Bearings V, R, & L are a rigid surface. Rep Factors Used. Yes Max Web CSI: 0.608 Members not listed have forces less than 375# FT/RT:20(0)/10( 0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02. 01A.1115 21 Bearing Block(s) A - B 67 -542 G - H 0 - 3335 C - D 1883 - 92 H - 1 0 - 4553 Brg blocks:0.128"x3" nails D - E 5495 0 1 - J 0 - 4542 brg x-loc #blocks length/ blk #nails/blk wall plate E - F 520 -22 J - K 0 -4550 2 8.124' 1 14" 18 Rigid Surface F - G 520 - 22 Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Maximum Bot Chord Forces Per Ply (Ibs) Additional Notes Chords Tens.Comp. Chords Tens. Comp. Truss must be installed as shown with top chord up. U - T 760 - 81 P - O 5186 0 S- R 66 - 2221 O- N 5186 0 R- Q 0- 8001 N- M 4542 0 Q - P 3041 0 10111 PNp A4 L No 70773 0: SLATE OF • 211 . A i FS.Cppt 0- 27806/ 22/2018 Maximum Web Forces Per Ply ( Ibs) Webs Tens.Comp. Webs Tens. Comp. A-V 20 -716 F- Q 0 -689 A - U 597 - 74 Q - G 0 - 3980 U -B 49 -748 G- P 1010 0 B - T 47 - 621 P - H 0 - 2069 C - S 0 - 2282 H - N 72 - 714 S-D 1161 0 1 - N 0 -545 D- R 0- 3780 J- M 0- 1163 R- E 0- 3463 M- K 4890 0 E- Q 3925 0 K- L 0- 2346 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing. and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporalrrYy bracin per BCSI. Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom Chord shall have a pro Lefly attach od ri id ceilinLocationsshownforermanentlateralrestraint6fwebsshallhavebracinginstalledprBCSIsctionsP3, B7 or 910, as appllcafi e Applgy platestoeachfaceortrussandpositionasshownaboveandontheJointDetails, un ess note otherwise. Refer to ALPINE drawings t 60A-Z forstandardplatepositions. Alpine, a division of ITW Buildl1'ngg CComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the µwm,,w,t,, truss in conformance with ANSIITP1 1, or for handlin4 shipping, installatldn and bracing of,trussesA seal on this dr8winq or cover pa e , , 2400 Lake Orange Dr. listing this drawing, indicates acceptanceofprolessionarenineerinqresponsibilltsolelyforthedes) n shoviin. The suitability and use of this cawingforanystructureisaresponsibilit,7of the Building Desig erper ANSI/TPI 1 Sbc.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE w al ineaw cam; TPI www t inst,or , SBCA. www sbandustry com ICC w Jccsafe org Orlando FL, 32837 Job Number: N330089 Ply: 1 I SEQN. 5125 / T48 / COMN Cusl: R R8975 JRef: 1 Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Qly. 3 FROM: RDG DrwNo 173.18.1514 56277 Truss Label: D1 KM / WHK 06/22/2018 Tl0" + 15'8" T10" T10" a H0510 C 4X4(B1) 111LA4 iMY-ll 7' 10" Ti 0" 1 + + T 10" 15.8.' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria TCLL: 20.00 Wind Std. ASCE 7-10 Pg. NA Ct NA CAT. NA PP Deflection in loc Udefl U# TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.010 E 999 360 BCLL. 0.00 Enclosure. Closed Lu NA Cs' NA VERT(TL) 0 041 E 999 240 BCDL: 10.00 Risk Category II Snow Duration NA HORZ(LL) 0.010 E - Des 1-cf.47 00 EXP: C 0.020E - - Code / Misc CriteriaCodeNCBCLL: 1000 Mean Height 22 40 ft TCDL. 4.2 psf Creep Factor 2 0 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.878 Load Duration. 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI 0.736 Spacing 24 0 " C&C Dist a 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.134 Loc. from endwall' not in 9.00 ft FT/RT:20(0)/10(0) GCpi 0 18 Plate Type(s) VIEW Ver: 17.02.01A.1115.21WindDuration: 1.60 WAVE, HS 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. II{111111 y, A4 No 70773 STATE OF O. 1j1111111111 0-278 06/22/2018 N mO 1) Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 849 /240 /579 /- /153 /40 D 765 /210 /494 /- /- /- Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. 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 sses require extreme care in fabricating, handling shipping, installingand 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 properIx attached structural sheathing and bottom hord shall have a properly chdrigpidceilingLocationsshownforDermanentlateralrestraintbfwebsshallhavebracinginstalledperBCIsectionsB3, B7 or B10, appicalSle. Apply plates to each face of truss and position as shown above and on the,aoingDetails. unless noted otherwise. Refer to a division of any from this dr?winq an failure to build the k seal on this dr wiXq or cover pa e , ANSIRPdesigc shovJn. The suit9ability 141116111. 1., IANEY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 Ply: 1 SEON. 5126 / T47 / COMN Cust. R R8975 JRef, 1 Wc189750072 VARIOUS ,9A6/9A7 .258MC/258TC ,R/01 Oty: 1 FROM. RDG DrwNo. 173 18 1514 57026 Truss Label: D2 KM / WHK 06/22/2018 SOin 0 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid 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: 22 40 It NCBCLL: 10.00 TCDL: 4 2 psf Soffit 000 BCDL 5 0 psf Load Duration 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a. 3.00 ft Loc from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Tl0" 15,8" T10" T10" H0510 C 15'8" 7' 10" T 10" 7'10" 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): WAVE, HS VIEW Ver 17.02.01A 1115.21 rt 111r111pI C IV ILI No 70773 STATE OF 0. a p0,0 A t u1nllo 0-278 06/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 849 / 361 / 579 / - / 153 / 4.0 D 765 /315 1494 /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = 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, handlingq shi pin In4talling,and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and SBCA) fb sa ely ractices 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 boriom chord shall have a proper y attached rigid cellina Locations shown for permanent lateral restraint bf webs shall hay braacingq installed per BCSI sections B3, 67 or 810, as applicable Apply plates to each face o truss and position as shown above and on tefle Joint Details, unless noted otherwise. Defer to drawinALPINE gsi60A-Z for standard plate positions Alpine, a division of ITW Build1nctccom onQnts Group Inc shall not be responsible for an deviation from this dr win9 any failure to build the trussinconformancewithANSI4PI1orforhantllirSq, shipping, installati6n and bracing anydeviation seal on this drawing or cover page , , 2ao0 Lake Orange Dry listinthisdrawingindicatesacceptanceofproessionaenineerin9responsibilitysole) for the desi n shown. The suiCabill Suite Lake and use of this drawing for any structure is p e responsiblliry of the 4uild!ng Desigrier perYANSI/TPI 1 Sec.2.150 For more information see this job's general notes page and these web sites ALPINE www el ineitw com. TPI www.t inst or ; SBCA; www sbcindust .com; ICC: www.iccsafo,org Orlando FL, 32837 Job Number: N330089 Ply: 1 SEON. 5127 / T46 / HIPS Cust. R R8975 JRef 1 Wc189750072 VARIOUS ,9A6/9A7 .258MC/258TC ,R/O1 Oty. 1 FROM: RDG DrwNo: 173 18 1514 57166 Truss Label: 03G KID / DF 06/22/2018 7' 8'8" 1 5'8" 7 1%:; 7, 4X6 =4X6 C D 15'8" 1 7'1" 12 7'1"12 1'4"8 7'1" 12 8'6" 4 15'8" 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl 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) 0.049 G 999 360 B 1445 / 616 / - / - / - / 4.0 BCLL 0.00 Enclosure, Closed Lu. NA Cs: NA VERT(fL) 0.189 G 999 240 E 1445 / 617 / - / - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL)' 0.018 G - - Wind reactions based on MWFRS EXP: C Des Ld: 47.00 HORZ L 0.045 G B Min Br Width Re 1.5gq Mean Height' 22.19 tt NCBCLL. 0 00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = 1.5 Soffit: 0 00 BCDL. 5 0 psf Bldg Code. FBC 6th.ed 201 Max TC CSI 0.887 Bearings B & E are a rigid surface. Load Duration 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI' 0.392 Members not listed have forces less than Spacing: 24.0 " C8C Dist a. 3 00 tt Re Factors Used Nop Max Web CSI. 0 252 Maximum Top Chord Forces Per Ply (Ibs) s) Loc. from endwall: NA FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s) Wind Duration 1 60 WAVE VIEW Ver: 17.02.02A.1213.21 B - C 962 - 2271 D - E 962 - 2271 Lumber C - D 792 - 1936 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #2 N :T1 2x4 SP #1: Chords Tens Comp Chords Tens Comp Bot chord 2x4 SP 2400f-2.0E Webs 2x4 SP #3 B - H 1910 -785 G - E 1911 -785 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3. H - G 1936 -792 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp Loading 1 hip supports 7-0-0 jacks with no webs. C - H 660 -194 G - D 645 - 186 Wind Wind loads and reactions based on MWFRS JQ;typ M- C• F•NSF No 70773 ID: STATE OF •11,Z 0- 278 06/ 22/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling,shi pin Installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an SBCA) fsa ety ractices 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 odr144idceilinLocationsshownforpermanentlateralrestrAintbfwebsshallhamgbraacingqinstalledperBCSIsectionsB3, 87 or 810, as applicaf5le. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to A Ak I N E drawings 1.60A-Z for standard plate positions. Alpine, a division of ITW BU iIld11'nccLLComponpntsGroup Ins. shall not be responsible for any deviation from this drawing apy failure to build the µnwoo,,,,,,,, truss in cgnformance with ANSI PI 1, or or handlln shhippinq, installation and bracing of trussesA seal on this dr8winq or cover pa e , , 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofpproTessronafenineenn9responsibilitysolelyforthedesignshown. The sui>9abillty Suite 150 and useofthisdrawing, forany structure is Are responsibility of the Building Desigrier per ANSUTPI 1 SEc.2. or more information see thisjob's general notes page and these web sites: ALPINE' www al ineaw com: TPI www t inst or , SBCA' www sbandust com; ICC' www iccsafe org Orlando FL, 32837 Job Number: N330089 Ply: 1 SEQN' 5128 / T61 / HIPS Cusl: R R8975 Ji 1 Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Oily: 1 FROM: PFH DnvNo' 173.18.1514.57275 Truss Label: C1G KD / OF 06/22/2018 1' 10"8 1 9' 10"4 14' 5"8 164" 1' 10"8 4'5"8 3'1 47'4 1' 10"8 12 4X4 6 : 8X 12 1112X4 T2 8X 12 C D E F 4X8(B3) 4X8(63) Jul6 G r1 A j j I I u Loading Criteria (psf) TCLL 2000 TCDL. 1700 BCLL' 0.00 BCDL. 10.00 Des Ld: 47.00 NCBCLL: 1000 Soffit. 000 Load Duration 1 25 Spacing: 24.0 " III ZA4 = t1JC I U = r1 I U 14 III ZA4 2'0"4 1 41"12 2'0"4 1 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category. II EXP: C Mean Height: 20.91 ft TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3.00 ft Loc from endwall: not in 144.00 GCpi: 0.18 Wind Duration: 1.60 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 2401 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSO Special Loads Lumber Dur Fac =1 25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.00 to 78 plf at 16.33 BC From 20 plf at 0 00 to 20 plf at 16.33 TC: 81 lb Conc. Load at 1.91 TC. 56 lb Conc Load at 3 94, 5.94 TC' 47 lb Conc. Load at 7 94. 8 40,10.40,12.40 TC: 66 lb Conc Load at 14.44 BC: 41 lb Conc. Load at 1.09 BC: 45 lb Conc. Load at 1.91 BC, 151 lb Conc. Load at 3.09 BC. 35 lb Conc Load at 394, 5.94 BC 249 lb Conc. Load at 509 BC: 347 lb Conc. Load at 7 06, 9 06,11.06.13 06 BC 33 lb Conc. Load at 7.94, 8 40,10.40.12 40 BC. 37 lb Conc Load at 14.44 Wind Wind loads and reactions based on MWFRS Additional Notes WIND LOAD CASE MODIFIEDI 3'8" 10, Snow Criteria (Pg,Pr in i Ill Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl i Pf: NA Ce: NA VERT(LL): 0.232 D 829 360 Lu NA Cs: NA VERT(fL): 0 872 D 348 240 Snow Duration: NA HORZ(LL): 0.032 C - HORZ(TL) 0 077 C Code / Misc Criteria Creep Factor 2.0 Bldg Code: FBC 611 201 Max TC CSI: 0.804 TPI Std: 2014 Max BC CSI. 0.925 Rep Factors Used: Yes Max Web CSI 0.368 FT/RT 20(0)/11 Plate Type(s): WAVE, HIS VIEW Ver: 17.02.02A.1213.21 N{{{1rry/IgV rvP• C I- At10 No 70773 9:• STATE OF 'W 0-278 06/22/2018 4'3"12 2'0"4 14'3"12 11 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 2126 /1007 /- /- /- /4.0 G 2116 /866 /- /- /- /40 Wind reactions based on MWFRS B Min Brg Width Req = 2 5 G Min Big Width Req = 2.5 Bearings B & G are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp B - C 1546 - 3687 E - F 3245 - 7966 C - D 3170 - 7783 F - G 1600 - 3911 D - E 3170 - 7783 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp B - K 3240 -1346 1 - H 3482 - 1417 K - J 3270 -1339 H - G 3439 - 1406 J - 1 8053 - 3294 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 4644 -1907 1 - F 4623 -1884 D - J 352 - 393 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted c1herwise,top chord shall have propel attached structural sheathing and bottom chord shall have a propperlyattachedriggidceilingLocationsshownforermanentIatgralrestraintbfwebsshallhavebracininstalledperBCSIsections $3, B7 or B10, as applicaf3le. Apply plates to each face oftruss 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 Build1nc Components Group Inc shall not be responsible for any deviation from this drowinq any failure to build the µ, v truss In cgnformance with ANSI/PI 1, or for handlirS shipping, installabdn and bracing of,trussesA seal on this dr8winq or cover page , . 2a00 Lake Orange Dr. listingthisdrawingindicatesacceptanceofo) essionaq en Ineerinyq responsibillt yv sole) for the design sho Qn. The suitability 9 anduseofthisgrawingforanystructureistheresponsibilityofthe9uildingDesigrSerper`ANSI/TPI 1 Sbc.2. Suite 150 For more information see thisjob's general notes page and these web sites: ALPINE v el inetw com, TPI www t inst or . Si www sbandust com: ICC: w icc3afe.org Orlando FL, 32837 Job Number: N330089 Ply: 1 SEON: 5167 / T26 / HIPM Cust' R R8975 JRef' 1 Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Oty 1 FROM RDG DrwNo: 173.18.1514.56293 Truss Label: L1 KM / WHK 06/22/2018 9' 14'0"8 15' 9' 5'0"8 11" 6X8 T2 = 4X4 DC 2X4(A1) —4A4 III3X6 Will 9'3"8 4' 10" 12 1 .' 9'3"8 14'2"4 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: 47 00 Mean Height 15 00 it NCBCLL: 1000 TCDL 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing 24 0 " C&C Dist a: 3.00 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 #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 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 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 Pf: NA Ce: NA VERT(LL) 0 055 G 999 360 B 772 / 221 / 568 / - / 127 8.0 Lu: NA Cs: NA VERT(TL)' 0 205 G 999 240 E 740 / 213 / 451 / - / - 8.0 Snow Duration: NA HORZ(LL): 0.022 G - - Wind reactions based on MWFRS HORZ(TL) 0 051 G B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2.0 E Min Brg Width Reg = 1.5 Bldg Code FBC 6th ed 201 Max TIC CSI0 937 Bearings B & F are a rigid surface. TPI Sid. 2014 Max BC CSI: 0.899 Bearings B & F require a seat plate Rep Factors Used, Yes Max Web CSI 0.393 Members not listed have forces less than 375# FT/ RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s) Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.01A.1115.21 B - C 390 -1053 C - D 416 - 886 xtltr ur/f,.. kp, w No 70773 it p SLATE OF O A, • 4 t S;•0pl ON1nl%> t l 0- 278 06/ 222018 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 DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handllnpp shi pin In$talling and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an c7 SBCA) fsF salary ractices prior to performing these functions Installers shall provide temporary bracin per SCSI. Unless noted o herwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attach d r qidceiling Locations shown for permanent Iatgral restraint 6f webs shall have br anq installed pgr SCSI sections P3, B7 or 810, as app Ica e. ApppTy lates to each face of truss and position as shown above and on the oinrDetails, un ass noted otherwise. Refer to ALPINE drawings1.60A-Z fbr standard plate positions. Alpine, a division of ITW Buildin omponrnts Group Inc. shall not be responsible for any deviation from this drawln any failure to build the ,,, c e trussinconformancewithANSI11, or for handling, shipping, installatldn and bracing of trussesA seal on this dr wing or cover page , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofProTessionarenineennqresponsibilitysolelyforthedesignshovTin. The suitability Suite Lake and use of this drawing for any structure is the responsibilit-Iofthe Building Desigrier per ANSI/TPI 1 Sec.2.150 For more information see thisjob's general notes page and these web sites ALPINE w al ineitw.com: TPI. www.t inst.or : SBCA. w .sbandustry.com, ICC w iccsafe org Orlando FL, 32837 Job Number: 8975 VARIOUS 9A6 9A7 258MC/258TC ,R/01 I Qty. 1 I FROM: RDG / T30 / HIPM DrwNo, R173 18..11514.570909750072 Truss Label: L2G KD / OF 06/22/2018 II N 1 7715 Loading Criteria (psf) TCLL 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration, 1.25 Spacing: 24.0 " 7' ' 1 TV + 3'408 + 1 5' SS0514 III3X6 =6X6 C D T2 E 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 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 "It 3B" 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. T To 15' 7'1"12 7'1"12 3'6"4 10,81, T6" 142" 10" 15' Snow Criteria (Pg,Prin 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), 0 060 1 999 360 B 1283 / 394 / - / - / - / 8.0 Lu: NA Cs. NA VERT(TL): 0.225 1 999 240 F 1614 / 472 / - / - / - 18.0 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 Members not listed have forces less than 375# FT/RT:20(0)/l0(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, 18SS VIEW Ver: 17.02 02A.1213.21 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 10 F , d .0 No 70773 9: STATE OF IFS 0-278 06/22/2018 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 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 and SBCA) r$F 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 attached rigid ceilin Locations shown for permanent lateral restrTnt of webs shall hav br cin inslslled p r BCSI s coons 3, B7 or B10 as applica rigid Applgy plates to each face ortruss and position as shown above and on tt a oinf9Details, una(ess notedPotherwise kefer to' ALPINEdrawings160A-Z fpr standard plate positions. Alpine, a division of ITW Buildl1'n4 ompon nts Group Inc shall not be responsible for any deviation from this drpwin any failure to build the µwcp w truss in cgnformance with ANSI 1 1, or or handling, shipping, installation and bracing of,trussesA eal on this dr wirfp or cover pa e , , 2400 Lake Orange Drlistingthisdrawing, indicates acceptance of proTessionaf en ineering responsibili solely for the desi n shown. The suitgability Suite 150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites ALPINE www.alpmeitw.com; TPI: www.tpmst.org; SBCA www sbandustry.com; ICC: www.iccsafe arg Orlando FL, 32837 Job Number: N330089 Ply: 1 SEON. 5154 / T29 / EJAC Cusl: R R8975 JRef: 1 Wc189750072 VARIOUS ,9A6/9A7 ,258MCt258TC ,R/O1 Oly, 4 FROM: ROG DrwNo: 173.18.1514.56402 Truss Label: EJ74 _ _ M KM_/ WHK- 06/22/2018 12 4 LO N B N 5 A D Loading Criteria (psf) TCLL. 2000 TCDL' 17.00 BCLL: 0.00 BCDL 10.00 Des Ld: 47.00 NCBCLL: 1000 Soffit: 0.00 Load Duration. 1.25 Spacing 240" Lumber 7' 1' 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. 0 to h/2 C&C Dist a: 3.00 ft Loc from endwall: Any GCpi: 0.18 Wind Duration. 1 60 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "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'k3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg. NA Ct: NA CAT: W Pf: NA Ce- NA Lu, NA Cs' NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std: 2014 Rep Factors Used Yes FT/RT-20(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) NA VERT(fL)- 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 11111fflff"1 o No 70773 STATE OF 40 rr ..A ep f0A1 SRO NfffflfflJlN1 0-278 06/22/2018 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 Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fybricatinq, handImg shi ing Installing and bracing. . Refer to and follow the latest edition of SCSI (Building Component Safe Information, b1 TPI and SBCA & safe 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 proper yattachdr19idceifiLocationsshownforpermanentlatgralrestraintbfwebsshallhavebracininstalledperBCIsections 3, B7 or B10asappicaqeApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinl9Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions Alpine. a division of ITW Building Components Group Inc. shall not be responsible for anv deviation from this drawina.anv failure to build the A14111161111111, LNE m nw N IMNY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 I F'I 1, of for n acceptance any structure more information see this I or cover pa e n. The suitability Job Number: N330089 -- Ply. 1 —_ I SEON. 5155 / T25 / JACK Cush R R8975 JRef, 1 Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/O1 Oly, 2 FROM. RDG DrwNo: 173.18.1514.57308 Truss Label: CJ54 KD / DF 06/22/2018 Loading Criteria (psi) TCLL: 2000 TCDL: 1700 BCLL 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 000 Load Duration: 1.25 Spacing 24 0 " 2X4(A1) Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category. II EXP: C Mean Height. 15 00 ft TCDL. 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) 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 a 17 C Snow Criteria (Pg,Pf in PSF) Pg, NA Ct NA CAT: NF Pf NA Ce: NA Lu: NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(fL): NA HORZ(LL): 0 006 D HORZ(TL). 0.014 D Creep Factor, 2.0 Max TC CSI: 0.403 Max BC CSI- 0.286 Max Web CSI. 0.000 VIEW Ver: 17.02.02A.1213.21 No 70773 sp'. * ;: STATE OF 10: 41- , Sio N 0-278 06/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom Chord shall have a pro erlypeerBCSIsectionsB3, B7 or 910finlessnotedotherwiseReferto' In 1 T Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 333 / 92 / 263 / - / 76 / 8 0 D 94 /9 /71 /- /- /1.5 C 158 /67 /91 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width 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# Fcett-acn on ntsGroupIri shall not be responsible for any deviation from this drawin any failure to build the roar handlirlqshpping, installation and bracing o[trussesA seal on this dr willg or cover pa e, ceofpro esson. en ineeringg responsibllitv solely for the desi n sho n. The sui abilityysutureistheresPonsibilitofthe9uildingDesigAerperANSI/TPI 1 S c.2. iral notes page and these web sites: ALPINE: www.alpineitw com, TPI: www tprist org; SSCA: www sbundustry com ICC www iccsal ALPINE a+mvmwun 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/Ot Truss Label: CJ34 Dty, 2 - - FROM: RDG / T27 / JACK KDSNo D1F3 18R5106/22/201850072 12 4 C 1 A D 2X4(A1) 3' 3' 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: 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL): NA BCLL: 000 Enclosure. Closed Lu' NA Cs: NA VERT(fL): NA BCDL' 10.00 Risk Category. II Snow Duration. NA HORZ(LL): 0 001 D Des Ld: 47.00 EXP C Mean Height 15.00 ft HORZ(TL): 0.002 D NCBCLL: 10.00 TCDL. 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: 0.161 Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.090 Spacing. 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI 0.000 Loc from endwall: Any FT/RT:20(0)/10(0) GCpi 0 18 Plate Type(s): VIEW Ver: 17.02.02A 1213 21WindDuration: 1.60 WAVE 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"x3 0", min. toe -nails at bottom chord. S111111/1114 Q` C•E•MS l. Ztiy NO 70773 STATE OF 'k,Z 0• 1 4• A% • IFS . C 0 A t41, •.. Z1111#$Isbell 90-278 06/22/2018 TTU-) Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 244 /71 /201 /- /50 /80 D 53 /4 /40 /- /- /15 C 85 /36 /47 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) f satPety practices prior to performing these functions. Installers shall provide temporarryy bracin per BCSI.. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach d rlAqid ceillnq I ovations shown for ermanent talc cal restraint bf webs shall hav bracin installed per BCI sections B3, B7 or 810, asappicableApplyplatestoeachface. of truss and position as shown above and on tI a Joint9Details, unless noted otherwise. Refer to ALPINE drawings260A-Z for standard plate positions. Alpinq, a division of ITW BuildinhComponents Grpup InC shall not be responsible for any deviation from this drawin any failure to build the trussinconformancewithANSI1, or for san pi p shipping, installati pn and bracing of,trussesA seal on this dr'winq or cover pa e, , 2400 Lake Orange Dr. listingthisdrawing, indicates acceptance of pro essiona en ineerinq responsibility sole) for the design shown. The suiTability 9 and use of thisawing for any structure is the responsibilit,7 of the Building Desigrier per ANSI/TPI 1 Sgec.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE. www.at ineitw com, TPI. www t inst or : SBCA: www sbcindust .corn, ICC: www.iccsafe,org Orlando FL, 32837 Job Number: N330089 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Truss Label: CJ14 Loading Criteria (psQ Wind Criteria TCLL: 2000 Wind Sld ASCE 7-10 TCDL: 1700 Speed: 150 mph BCLL 0.00 Enclosure: Closed BCDL 10.00 Risk Category: II C Des Ld: 47.00 Mean Height 15.00 itMean 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: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131"0.0", min. toe -nails at top chord. Provide (2) 0.131"0.0", min. toe -nails at bottom chord. Ply. 1 SEON. 5157 / T28 / JACK Cust: R R8975 JRef, f Wcl89750072 Oty: 2 FROM: RDG DrwNo- 173 18.1514 57277 KD / OF 06/22/2018 C Snow Criteria (Pg,Pf in PSF) Den/CSI Criteria Fig NA Ct NA CAT: NA PP Deflection in loc Udefl U# Pf NA Ce: NA VERT(LL): NA Lu' NA Cs NA VERT(TL). NA Snow Duration, NA HORZ(LL): 0 000 D HORZ(TL): 0.000 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.159 TPI Sid: 2014 Max BC CSI: 0.021 Rep Factors Used Yes Max Web CSI. 0 000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.02A 1213.21 t,1111l rl/IIq C•E•NSFI.. d No 70773 p STATE OF kiz A 0 A l SRO NI I1 t11 H1 0-278 06/22/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 189 /85 /172 /- /25 /8.0 D 8 /10 /15 /- /- /1.5 C -15 /25 122 /- I- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. 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 fabricatingg, handlingg shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI anc7 SBCA) handling, safely practices prior to performing these functions. Installers shall provide tempora bracin per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hord;hall have a propery attach d ri id ceilin Locations shown forpermanent lateral restraint bf webs shall ham bracing installed p r BC I s coons $3, B7 or 810, as app ical3 e. Applgy plates to each face of truss and position as shown above and on tI a Joint Details, un ess notedPotherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildl1ng ComponQnts Grpup InC shall not be responsible for any deviation from this drawin any failure to build the w m ,w truss in conformance with ANSIlfPI 1, or for handliriq, shipping, installation and bracing of trussesA Seal on this druwing or cover page , , 2400 Lake Orange Dr. stingthisdrawing, indicates acceptance of pproTessionar en ineenriq responsibility solely for the desi n shovdn. The suifabili Suite Lake and se of this awing for any structure is the responsibility of the Building Desigrfer per'ANSI/TPI 1 Sec.2.150 For more information see thisjob's general notes page and these web sites. ALPINE. www.al ineitw com, TPI w .t inst.or , SBCA w sbcindustry com. ICC w iccsafe org Orlando FL, 32837 Job Number: N330089 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Truss Label: V3 1' 10"8 6' 1' 10"8 4' 1 "8 12 6 4X4 T— nYnrni1 B I 1 1 "4 Ply: 1 SEON. 5131 / T53 / VAL Oty. 1 v -- FROM: PFH 10' 1 "8 4'1"8 1112X4 Cush R R8975 JRef. 1 Wcl89750072 D rwNo. 173 18 1514.56792 KM / WHK_ 06/22/2018_ 12' V10"8 4X44X4(D1) D H G F 1112X4 1112X4 1112X4 Loading Criteria (psf) 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 Des Ld. 47Mea 00C Mean Height: 22.39 ft NCBCLL: 10.00 TCDL 4 2 psf Soffit 000 BCDL. 5 0 psf Load Duration, 1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a 3.00 It Loc from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chard 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) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL) 0 001 H 999 360 Lu. NA Cs. NA VERT(TL)' 0.003 H 999 240 Snow Duration, NA HORZ(LL). -0.000 F - HORZ( fL)' 0.001 F Code / Misc Criteria Creep Factor. 2.0 Bldg Code, FBC 6th ed 201 Max TC CSI: 0 337 TPI Std 2014 Max BC CSI: 0.117 Rep Factors Used: Yes Max Web CSI, 0.074 FT/ RT:20(0)/10(0) Plate Type(s), i VIEW Ver: 17.02.01A.1115 21 WAVEM. Nis No 70773 fr SIATE OF -41 OAI O+ Nm 0- 278 06/ 22/2018 Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W 1- 98 /31 /54 /- /2 /144 Wind reactions based on MWFRS I Min Big 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, handlingq shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an SBCA) fb saty ractices prior to performing these functions. Installers shall provide temporary bracin per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attach tl nA d ceilin Locations shown for permanent lateral restraint of webs shall hav bracing inslolled p r BCI sections B3, B7 or 810, as applicable. Applgy plates to each face of truss and position as shown above and on tfle Joint Details, Lin ess noted otherwise. Refer to ALPINE drawings060A-Z for standard plate positions. Alping, a division of ITW Buildl'ng omponents Group Inc shall not be responsible far any deviation from this drpwin any failure to build the wm,, „ tr ssincgnformancewithAN51lr11, or for handlirlq shipping, installation and bracing of trussesA eat on this dr wing or cover page , , 2400 Lake Orange Dr. listing thisdrawinindicatesacceptanceofproLssionafenineerinlyresponsibilittyysole) for the design shown. The suitability Suite Lake and use of this drawing, forany structure is the responsibilit of the Building Desigrfer peryANSIITPI 1 gc.2.150 For more information see this Job's general notes page and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst org; SBCA: www.sbondustry com: ICC: www iccsafe org Orlando FL, 32837 Job Number: N330089 --` — Ply. 1 I SEON: / T44 / VAL VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Oty: 1 IILFROM- PFH PFH Truss Label: V2 1'10"8 6'1"8 8' 1' 10"8 4'3" 1' 10"8 12 6 : 4X6 =4X6 A4X4(D1) B C=4X4(D1) D G F E 1112X4 1112X4 8' L 8 r 8, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Sid. ASCE 7-10 Pg. NA Ct NA CAT: NA PP Deflection in loc Udefl U# TCDL: 17.00 Speed: 150 mph Pf: NA Ce NA VERT(LL): 0.001 F 999 360 BCLL. 000 Enclosure, Closed Lu NA Cs: NA VERT(TL): 0.003 F 999 240 BCDL. 10.00 Risk Category, II Snow Duration: NA HORZ(LL). -0.000 E - - Des Ld 47 EXP: C. 00 HORZ(fL): 0.001E - - Code / Misc CriteriaNCBCLL. 10.00 Mean Height: 23.39 ft TCDL 4 2 psf Creep Factor 2 0 Soffit 0.00 BCDL: 5 0 psf Bldg Code, FBC 6th.ed 201 Max TC CSI 0 463 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.117 Spacing, 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0 058 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) GCpi: 0.18 Plate Type(s): i 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 Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 4.0 F'. gyp No 70773 jr SlA7E OF 41 0. A% 0-278 06/22/2018 Cust: RR8975 JRef: 1Wc189750072 DrwNo. 173.18 1514.56200 KM / WHK 06/22/2018 ` Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W G' 97 /26 /53 /- /2 /96.0 Wind reactions based on MWFRS G Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) (br safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properIgy attached structural sheathingp and bottomr hord shall have a proLperly attached rigid ceiling Locations shown for permanent latqral restraint Of webs shall have bracing instplled per BC I sections B3, B7 or 810, 111116111 as applica e. Apply plates to each face of truss and position as shown above and on the JoincDetails, unless noteri otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alping, a division of ITW Building Compongnts Grpup InC. shall not be respponsible for any deviation from this drpwing any failure to build the ,,, two truss in conformance with ANSI/TPI 1, or for handling shippin , installatidn and bracing of trussesA seal on this drawing or cover pagge, , 2400 Lake Orange rrw listing this drawing indicates acceptance of professional en ineering res onsibilit yy sole) for the desi n shole7n. The suicabili 9 anduseofthis9rawingforanystructureistheresponsibilitfoftheBuildingDesigrferperANSUTPI1S-1c.2. Ty 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.sbdndus com; ICC' www.iccsafe.org Orlando FL, 32837 VARIOUS 9A6 9A7 258MC/258TC ,R/01 — - Oty. 1 ^ _ _ IFROM PFH / T56 / VAL DrwNo Ri73..118R15141567619750072 Truss Label: Vl KM / WHK 06/22/2018 I 11T8 I_ 4' I r- 1'10"8 2-1"8 12 12 6 Q 5.62 4X4-4X4(D1) T A 4X4(D1) B Cv D 4' 4' 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 Udefl U# TCDL: 17.00 Speed. 150 mph Pf: NA Ce: NA VERT(LL): 0.005 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs. NA VERT(fL): 0 017 999 240 BCDL: 10.00 Risk Category: II Snow Duration, NA HORZ(LL): -0.002 - - EXP: C Des Ld: 47.00 Mean Height: 24.39 ft HORZ(TL) 0 004 - - NCBCLL: 1000 Code / Misc Criteria Creep Factor: 2 0TCDL: 4.2 psf Soffit: 000 BCDL: 5.0 psf Bldg Code: FBC 6th ed 201 Max TC CSI, 0 097 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI 0 141 Spacing 24 0 " C&C Dist a: 3.00 ft Rep Factors Used Yes Max Web CSI. 0.000 Loc from endwall: not in 9.00 ft FT/RT,20(0)/10(0) GCpr 0.18 Plate Type(s) Wind Duration, 1 60 WAVE VIEW Ver: 17 02 01A.1115 21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 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 Valley truss connection to truss below shall be designed and furnished by others . No 70773 E41SLATOF v 0-278 06/22/2018 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W D' 97 /11 /50 /- /5 /48.0 Wind reactions based on MWFRS D Min Brg Width 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 sses require extreme care in fat)ricating, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingnponentSafetyInformation, byY TTPI an SBCA) r safety practices prior to performing these functions Installers shall provide temporary In er BCSI. Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom hord shall have a properly 3pplrigid ceilin Locations shown for permanent latoral restraint bf webs shall havebreacin installed p r BC I sections B3, B7 or U10, app icarne. AppT4y Oates to each face ofiruss and position as shown above and on the Join! Details, un(ess noted otherwise. Refer towings460A-Z for standard plate positions of ITW Build 11'n44 ompon nts Group Inc. shall not be responsible for any deviation from this drawingg anyy failure to build thencewithANSIlf11, or (nor handling, shipping, installation and bracing of,trussesA eal on this drawirfg or cover page , no, indicates acceptance of proTesslonar en ineering responsibilittyv sole l or the desi n shown. The suiTabilltydrawingforanystructureistheresponsibilityoftheBuildingDesigrferpePANSI/TPI 1 Sec.2. tee this job's general notes page and these web sites: ALPINE: www.alpineitw corn; TPI www tpinst org: SBCA: www.sbdndustry.com ICC www iccsaf ALPINE mnwe7MINfY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Truss Label: VGE 1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL 0.00 Enclosure: Closed BCDL 1000 Risk Category: II EXP: C Des Ld: 47.00 Mean Height: 21.31 It NCBCLL 10 00 TCDL 4 2 psf Soffit 000 BCDL 5.0 psf Load Duration: 1 25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0 " C&C Dist a 3 00 ft Loc. from endwall: Any GCpi. 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design Additional Notes See DWGS A16030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Ply: 1 O y. 1 -_ —[FROM, p H / T16_ / GABL DrwNo 0173 18R1514 576209850072 3'6" + 7' 3'6" 3'6" f-2' - TYP) D T N T 7' Snow Criteria ( Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg: NA Ct: NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL): 0.000 D 999 360 B 166 / 68 / 133 / - 180 / 4 0 Lu: NA Cs: NA VERT(TL)' 0 001 D 999 240 F• 90 / 36 / 55 / - /. / 80 0 Snow Duration: NA HORZ(LL). 0 000 E - Wind reactions based on MWFRS HORZ(TL) 0.001 1 - B Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor. 2.0 F Min Brg Width Req = - Bldg Code: FBC 6th.ed 201 Max TIC CSI: 0.203 Bearings B & B are a rigid surface. TPI Std: 2014 Max BC CSI 0.029 Rep Factors Used: Yes Max Web CSI: 0.096 Members not listed have forces less than 375# FT/RT. 20(0)/10(0) Plate Type( s): WAVE VIEW Ver. 17.02.02A.1213.21 No 70773 i 9 :• S1ATE OF • 0. A% i t` s•:OAI Sill, 0Nrn. 0- 278 06/22/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricatingg, handlingshi pin installing and bracing Refer to and follow the latest edition of BCSI (Building nponent Safety Information, by TPI an c7 SBCA) r safety ractices prior to performing these functions Installers shall provide temporary cin per SCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a proper y Ch drig9idceilingLocationsshownforpermanentlateralrestraintbfwebsshallhavebracinginslelledperBCSIsections $3, B7 or 910 3pp icaf _e._ Apply plates to each face oftrussand position as shown above and on the JoinrDetails, unless noted otherwise. Refer to a division of ITW Build1ncct Compon nts Group InC. shall not be responsible for any deviation from this drpwinq any failure to build the conformance with ANSI/TPI1, or gor handllrip shipping, installatidn and bracing of,trussesA seal on this dr8wirsq or cover page , this drawing indicates acceptance of proTessionar en ineering responsibilittyy solely for the desi n sho n. The suitability e of this drawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sc.2. information see this job's Oeneml notes page and these web sites: ALPINE: www.alpmeitw.com: TPI: www.tpinst.org: SBCA www sbundustry com; ICC: www.iccsal ALPINE 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N330089 Ply. 1 SEON. 5135 / T41 / MONO Cush R R8975 JRef• 1 Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Oty 1 FROM RDG DrwNo: 173.18.1514.56638 Truss Label: MG1 _^ _ _ _ _ _ _ _ ^_ V KM / WHK _ 06/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL. 0.00 BCDL' 1000 Des Ld: 47.00 NCBCLL: 10 00 Soffit: 0.00 Load Duration 1.25 Spacing 24.0 " 4; T ero 1 4' 10" 4' 10" 7' 27' 7' R Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Po: NA Ct NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Speed: 150 mph Pf: NA Ce NA VERT(LL): 0.012 D 999 360 Enclosure Closed Lu. NA Cs: NA VERT L). 0.044 D 999 240 A 1521 / 460 / - / - / - Risk Category, II R C 1389 / 4/ - / - / - Snow Duration. NA HORZ(LL) -0 009 D Wind reactions based on MWFRS EXP: C HORZ(TL): 0.021 D A Min Brg Width Req = 1.8 Mean Height: 22.44 It Code / Misc Criteria Creep Factor 2 0 C Min Brg Width Req = - TCDL, 4.2 psf Bearing A rigid surface. BCDL: 5 0 psf Bldg Code FBC 6th.ed 201 Max TC CSI: 0.773 g is a 9 TPI Sid' 2014 Max BC CSI: 0 586 40 MWFRS Parallel Dist. 0 to h/2 Members not listed have forces less than 375# C&C Dist a. 3.00 It Rep Factors Used Yes Max Web CSI: 0.783 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall: not in 144.00 FT/RT-20(0)/10(0) Chords Tens.Comp GCpi: 0.18 Plate Type(s) Wind Duration: 1.60 WAVE VIEW Ver 17 02 01A 1115 21 1 A - B 433 -1319 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 Ib Conc. Load at 140,340,540 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure tt11111f111 11 G EN , . 4- No 70773 p SLATE OF 4Z 0.<+ A% i tcS'COAt 0-278 06/22/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp A - D 1070 - 312 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 DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricatin gp, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nponentSafetyInformation, by TPI an c7 SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary in er BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord *hall have a properly chdrigidceilingLLovationsshownforDermanentlateralrestraintbfwebsshallhavebraawnginslolledperBCSIsections $3, B7 or B10 appicate. Apply plates to each face, of truss and position as shown above and on tthe JoinfDetails, unless noted otherwise. Refer to ALPINE Alpine, a division of ITW BuiId''n9 Cc trussinconformancewithON1191listing this drawing indicates ac( anduseofthisdrawingforanyn this drpwin anv failure to build the at on this dr wirfq or cover pa e , the design shovTn. The suit9ability 51/ TPI1 c.2. SBCA: w .sbandustry.com, ICC: w .iccsaia 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330089 Ply 1 __ SEON 5136 / T12 / VAL Cust, R R8975 JRef' 1 Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/O1 Oty: 2 FROM: PFH DrwNo: 173.18.1514.56964 Truss Label: MV2 _ _ _ KM / WHK 06/22/2018 Loading Criteria (psf) TC L L: 20.00 TCDL: 17.00 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 tt 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 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 36 12 4 3'6" 12 5"4 19 1112X4n C 1 N 1 E 1113X6 i 4' 36"12 5"4 3''6"12 4' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT N/ Pf: NA Ce. NA Lu NA Cs. NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std. 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE DF Defl/CSI Criteria PP Deflection in loc L/def! L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.004 E HORZ(TL)' 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 ANC E F •, cP No 70773 cc STATE OF ••Q/ 0. Ar On% 0-278 V 06/22/2018 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, handlingq shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fb safety practices prior to performing these functions. Installers shall provide temporarryy bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attachd riggid ceiling Locations shown for permanent lateral restraint Of webs shall have br0cin9 installed per BC I sections t1 3, B7 or 610 asapplicableAppplyplatestoeachface, of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to drawings 160A-Z fbr standard plate positions. acceptance any structure from this drawin anv failure to build the eat on this dr wirsgg or cover pa e f orthPdesigc shov7n. The sui0abitity ALPINE Mr co~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 Py: 1 SEON: 5137 / Tt1 / VAL Cust: RR8975 JRef: 1Wet 89750072 VARIOUS , 9A6/9A7 ,258MC/258TC ,R/O1 Oty. 2 FROM PFH DrwNo. 173.18.1514 56793 Truss Label: MVt _ -__ __- KM / WHK 06/22/2018' 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 Des Ld. 47Mea 00 CMean Height: 23.06 ft NCBCLL: 1000 TCDL. 4 2 psf Soffit: 0. 00 BCDL: 5.0 psf Load Duration. 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24. 0 " C&C Dist a: 3.00 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 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 B A 4X4( D1) T CD i 2' I Snow Criteria ( Pg,Pf in PSF) Fig: 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 L/# 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 TIC CSI: 0.057 Max BC CSI: 0.132 Max Web CSI: 0 000 VIEW Ver: 17.02.01A 1115 21 1'Z, No 70773 STATE OF rL F E..[ o t 0-278 06/22/ 2018 Maximum Reactions ( lbs), or'=PLF Loc R I /Rw /Rh /RL /W D' 97 / 16 /60 /- /12 /24.0 Wind reactions based on MWFRS D Min Brg Width Reg = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an, SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bra in per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom Ghord shall have a propper y attach,, ri id ceilin Locations shown forpermanent lateral restraint properly webs shall havbr cin insalled p r BCSI sections 53, B7 or B10, as applicatl e. AppTgy plates to each face of truss and position as shown above and on t ie ointgDetails, unless note, otherwise. Refer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW BullI $c Componpnts Grpup 1% shall not be responsible for any deviation from this drpwin any failure to build the µr1WCo ,,,, truss in conformance with ANSI/TPI 1, or for han,lirSq, shipping, installatidn and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicatesacceptanceofproTesslonarenineeringresponslbillNsolelyforthedesinshown. The suiTability Suite 150 and use of thisdrawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sbc.2. For more information see thisjob's general notes page and these web sites ALPINE: www.alpineitw.com; TPI: www tpmst.org; SBCA: www sbandustry.com; ICC wvw1ccsafe org Orlando FL, 32837 8975 VARIOUS 9A6 9A7 ,258MC/258TC ,R/01 _ — --_ Qty 1 _ — FROM RDG / T21 / HIPM DrwNo: R1173 18..11514.577299750072 Truss Label: H1G KD / DF 06/22/2018 i7 7' 10' 10"7 7' 3' 10"7 C 8 T2 1113X66 7'5"11 i3'4"13 -i 7'1"12 3'8"1 1 1 7'1"12 1010"7 Loading Criteria (psg Wind Criteria TCLL: 2000 Wind Sid: 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. 15 00 R 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 #1 72 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 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu' NA Cs NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std' 2014 Rep Factors Used No FT/RT 20(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0.020 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 17.02.02A.1213.21 C E-NSF •. .4 No 70773 STATE OF 0 . i On% S/OIv ei \\ 0-278 06/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 572 /198 /- /- /- /80 F 995 /224 /- /- /- /11.3 E 611 /207 /- /- /- /5.7 Wind reactions based on MWFRS B Min Brg 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 quire extreme care in fabricating, handling9 shippin installing and bracing . Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) Ibs sa ety raciices prior to performing these functions. Installers shall provide temporary BCSI Unless noted otherwise,top chord shall have properlyy attached structural sheathing and bottom Chord shall have a propperlyHIdceilingLocationsshownforpermanentlateralrestraintbfwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, e - AppTy plates to each face. of truss and position as shown above and on the ojn9Details, unless noted otherwise. Refer to not n this drpwing any failure to build thealonthisdrBwiyorcoverpae , the desi n shovdn. The suitability 51/TPI 1 Sec.2. SBCA: w .sbundustry corn, ICC. w .iccsai any structure Is the respons 00 IMNY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: Cusr VARIOUS 9A6 9A 7, 2 8MC/258TC ,R/O1 ^--- — Oty: 2 _-' I FROM: RDG / T22 / EJAC DrwNo. R173..118..11514' 69027750072 Truss Label: EJ7 1 KM / WHK 06/22/2018 T3 7' 1 7, Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL 1000 Des Ld 47.00 NCBCLL 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Closed Risk CategoryII EXP. C Mean Height: 15.00 ft TCDL: 4.2 psf Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Soffit: 0.00 BCDL 5.0 psf Bldg Code FBC 6th.ed 201 Load Duration: 1 25 MWFRS Parallel Dist: h/2 to h TPI Std 2014 Spacing: 24.0 " C&C Dist a 3.00 ft Rep Factors Used. Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi 0 18 Plate Type(s): Wind Duration 1 60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 3) 0.131"x3 0", min toe -nails at top chord. Provide ( 2) 0.131"x3.0", min toe -nails at bottom chord. C LO M V Defl/ CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udef1 U# Loc R / U / Rw / Rh / RL W VERT( LL): NA B 436 194 / 349 / - / 152 8.0 VERT( TL): NA D 136 / 13 / 106 / - / - 1.5 HORZ( LL): 0 017 D C 237 / 113 1153 / - / - 1.5 HORZ( TL) 0.040 D Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Req = 1 5 Max TC CSI: 0.956 D Min Brg Width Req = - Max BC CSI 0 602 C Min Brg Width Req = - Max Web CSI. 0 000 Bearing B is a rigid surface. Bearing B requires a seat plate VIEW Ver: 17.02.01A.1115.21 No 70773 STATE OF •tV A i a0- 278 06/ 22/2018 Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in fabricating, handling shippin installing and bracing. , Refer to and follow the latest edition of BCSI (Building omponentSafetyInformation, by TPI an a SBCA) handling, safey 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 hord $hall have a proper y attach d rigid ceding Locations shown for ermanent lateral restraint of webs shall have bracin installed per BC I sections B3, B7 or 810, asappicafsle. Apply plates to each face or truss and position as shown above and on the Join Details, unless noted otherwise Defer to ALPINE drawingsa60A-Z for standard plate positions Alpine, a division of ITW B ildl'%c Components Group Inc. shall not be responsible for any deviation from this drawinq any failure to build the Mrnamiawiv Wss in conformance with ANSIIfP1 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listingthisdrawing, indicates acceptance of pro) essionaf en ineering responsibilittyv sole) for the design she 7n. The suitability anduseofthisawingforanystructureistheresponsibilit?of the Building Design er pePANSIITPI 1 Sec.2. Suite 150 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 sbandust .corn; ICC' w Jccsafa.org Orlando FL, 32837 VARIOUS 9A6/ A7 ,258MC/258TC ,R/01 -- -_ --- — Oty 10 — FROM.RDG / T40 / EJAC Or No RWHK 8.1514.56 5 0072 Truss T 6'6 L C I 7' _Ii-- 7, Loading Criteria (psq TCLL: 20.00 TCDL: 17.00 BCLL 000 BCDL: 10.00 Des Ld 4700 NCBCLL. 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category. II C Mean Height: 22.19 ftMean TCDL: 4.2 psf Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT- W Pf: NA Ce: NA Lu NA Cs: NA Snow Duration: NA Code / Misc Criteria Soffit: 0.00 BCDL 5.0 psf Bldg Code: FBC 6th.ed 201 Load Duration: 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std, 2014 Spacing. 24.0 " C&C Dist a 3 00 It Rep Factors Used: Yes Loc. from endwall: not in 4.50 ft FT/RT.20(0)/10(0) GCpi 0 18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (3) 0.131"0.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Deft/CSI Criteria PP Deflection in loc Udefl U# 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 ut r i No 70773 S Sp: STATE t)F 'W 0. A' OfiL 0 Vuua 0-278 06/22/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 432 / 138 / 344 / - / 200 / 4.0 D 136 /14 /104 /- /- /1.5 C 250 / 170 / 150 / - / - / 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, handlingq shipping, installing and bracing . Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) fb sa ety practices prior to performing these functions. Installers shall provide temporarryy bracinggg per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attach@,d rigid ceilin Locations shown for permanent lateral restraint bf webs shall hay bracing installed per BC I sections $3, B7 or 810 as applicable. Apply plates to each face, of truss and position as shown above and on tt a oin Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z fbr standard plate positions. Alpine, a division of ITW Bulld1'ncLComponQnts Group 1 shall not be responsible for any deviation from this drpwinq any failure to build the mnwco,,,N,,. truss in conformance with ANSI4PI 1, or for handlirSq, shipping, installatidn and bracing of,trussesA eal on this drawnnq or cover page , , 2400 Lake Orange DrlistingthisdrawinIndicatesacceptanceofproessiona- en ineering responsibilit solely or the desi n shown. The suitability Suite 150anduseofthis awing for any structure is p e responsibilit of the building Designer per ANSI/TPI 1 S c.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpinenw.com: TPI: www tpinst org, SBCA www.sbandustry com. ICC www.iCCsafe org Orlando FL, 32837 8975 VARIOUS el: 258MC/258TC ,R/01 -- Qty. 5 FROM. RDG / T68 / EJAC DM No R 73 8.1514 520299 850072TrussEJ7S T 6'6 i 4X4(B1) C I 7 _I Loading Criteria (pso TCLL 2000 TCDL 1700 BCLL: 0.00 BCDL: 10.00 Lc 47.00 NCBCLL: 10.00 Wind Criteria Wind Std* ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category II CEXPDesMeanMeanHeight: 22.44 tt TCDL: 4.2 psf 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 Soffit: 0.00 BCDL 5 0 psf Bldg Code: FBC 6th.ed 201 Load Duration, 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Spacing. 24.0 " C&C Dist a 3.00 It Rep Factors Used: Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s) Wind Duration 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bol 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. Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL) NA HORZ(LL). -0.015 B HORZ(TL): 0.030 C Creep Factor 2 0 Max TC CSI 0.777 Max BC CSI: 0.606 Max Web CSI: 0 000 VIEW Ver: 17.02.01A 1115.21 0sttill lliil"r No 70773 p. Jr p STATE 10. Ai 0-278 06/22/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 347 / 93 / 255 / - / 176 / - C 137 /16 /107 /- /- /15 B 254 / 174 / 154 / - / - / 1 5 Wind reactions based on MWFRS A Min Brg Width Reg = - C Min Brg Width Reg = - B Min Brg Width Reg = - Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, in*talling.and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fbr safey 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 $hall have a properly attach d rigid ceilin Locations shown forpermanent Iatgral restraint bf webs shall hav bracang installed p?r BCSI sections ¢3, 87 or B10 as app ica e. Applgy plates to each face oftruss and position as shown above and on tI a JoincDetails, un ess noted otherwise. Refer to' ALPINEdrawings160A-Z for standard plate positions. Aping, a division of ITW Building Compon ants Group InS shall not be responsible for any deviation from this drawing any failure to build the m,,v truss in conformance with ANSI/TPI 1, or or handliriq s ippinq, installation and bracing of,trussesA Seal on this dri83wing or cover page. , 2400 Lake Orange Dr. listingthis drawing indicates acceptance of proTessionar en ineerina res onsibilrttyv sole )V for the desi n shoMin. The suif-ability Suite 150andseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrSerperANSIjTPI1ac.2. y For more information see this job's general notes page and these web sites, ALPINE: www aipineitw com; TPI. www.tpinst.org; SBCA: www.sbundustry.com; ICC www iccsafe.org Orlando FL, 32837 Job Number: N330089 Ply 1 SEQN• 5142 / T54 / EJAC I Cust. RR8975 JRef: 1Wcl89750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Qty 5 FROM: RDG DrwNo: 173.18.1514 56621 Truss Label: EJ2 SN / OF 06/22/2018 T Loading Criteria (psf) 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: Des Ld. 47.00 Mean Height 20 91 ffMean 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: 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131"x3 0", min toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 12 C 4X4(B1) 1108 1' 10"8 T 0 co Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Fig NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf NA Ce: NA VERT(LL). NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0 000 C HORZ(TL): 0.000 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code FBC 6th.ed 201 Max TC CSI: 0.183 TPI Sid: 2014 Max BC CSI: 0 031 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 J t,PN n•M Lei No 70773 STATE OF kl 0;' C'. ,c 0p1 fl0-278 06/22/2018 I_ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 200 /71 /178 /- /68 /4.0 D 33 /3 /27 /- /- /1.5 C 47 /36 /20 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingp, handling shippin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingdSafetyInformation, by TPI an c7 SBCA) fbr safety (ractices prior to performing these functions. Installers shall provide temporarryv r BCSI. Unless noted otherwise,top chord shall have proper)yy attached structural sheathing and bottom Chord shall have a properly aid ceiling Locations shown forpermanent lateral restraint bf webs shall hay bracing inslalled per BCSI sections B3, 87 or 610, Ste. Apply plates to each face of truss and position as shown above and on tI a Joint Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. ALPINE rrwco~ 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 ng Compon nts Grpup InC.,shall not be respponsible for any deviation from this drpwinp any failure to build theillfPI1, or for handling, slipping, installatton and bracing of,trussesA seal on this dr8wirfy or cover page, s acceptance of pro) esstonar en meenng responsibilttt solely for the design sho n. The sui ability r any structure is the responsibility of the Building Desigrfer per ANSUTPI 1 Sec.2. Job Number: N330089 Pty 1 SEON 5143 / T51 / EJAC Cusl: R R8975 JRef. 1 Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Qty 3 FROM PFH DrwNo: 173 18 1514.57463 Truss Label: EJ21 _ _ _ KD / DF 06/22/2018 ti Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std. ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL 1000 Risk Category: II EXP-C Des Ld: 47.00 MeaMean Height 21 21 ft NCBCLL 1000 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 2x6 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. IWIA' 12 6 B 118114 MIKE 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)--0.000 C HORZ(TL). 0.001 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code FBC 6th.ed 201 Max TC CSI: 0.071 TPI Std: 2014 Max BC CSI 0.020 Rep Factors Used. Yes Max Web CSI: 0.000 FT/RT 20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17 02.02A 1213 21 No 70773 Ir STATE OF ';IQ 0 O0 0-278 06/22/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W A 86 /17 /63 /- /39 /17 C 35 /7 /28 /- /- /15 B 56 /38 /34 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Alpine, a division of ITW Bu1ild1'n44 ompon nts Group Inc shall not be responsible for any deviation from this drawin any failure to build the trass to conformance with ANSIrf 1 1, or or handle shipping, installatidn and bracing of,trussesA seal on this dr%winq or cover page , listing this drawing indicates acceptance of pro essiona en ineering responsibilittyy solely for the design shov7n. The s iifabllityanduseofthisdrawing, for any structure is the responsibility of the Building DesigrSer per ANSI/TPI 1 S-6c.2. w............-........ ...... ..w .w.......w ..... ei oink ,....., a.......w., ....... Toe ............... ..... ccre,.......w...w..... ....., err. ,............ ALPINE ANnVImA1rNlY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Truss Label: CJ5 Loading Criteria (psi) TC L L: 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 " 1 2X4(A1) 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 CBC Dist a, 3 00 ft Loc. from endwall. not in 4.50 it GCpi 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 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 Sid: 2014 Rep Factors Used Yes FT/RT-20(0)/10(0) Plate Type(s) WAVE Ply 1 SEON: 5144 / T14 / JACK I Cust: R R8975 JRef- 1 Wc189750072 Oty 2 FROM' RDG DrwNo: 173.18.1514.57089 KD / OF 06/2212018 5' 5' Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) NA VERT(TL): NA HORZ(LL). 0.006 D HORZ(TL) 0 013 D Creep Factor. 2.0 Max TC CSI: 0 435 Max BC CSI: 0.294 Max Web CSI 0.000 VIEW Ver: 17.02.02A. 1213.21 LPNoo 44 0 No 70773 • STATE OF ' k/: 0-278 V 06/22/ 2018 C Maximum Reactions (Ibs) Loc R / U /Rw /Rh / RL /W B 341 /77 /279 /- /114 / 80 D 95 /9 /72 /- /- /15 C 165 / 79 / 105 / - / - / 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 sses require extreme care in fabricating, handlingq shippin installing, and bracing. , Refer to and follow the latest edition of BCSI (Building nponent Safety Information, by TPI an SBCA) fbi safTety ractices prior to performing these functions. Installers shall provide temporary in er BCSI. Unless notedoherwise,top chord shall have properly attached structural sheathing and bottom Ghord shall have a proper y ch tl rigid ceilingp Locations shown for permanent lateral restraint of webs shall hav braacingq installed per BCSI sections 03, B7 or 810 pp icatsle AppTy platgs_to each face, of truss and position as shown above and on tthe Joint Details, unless noted otherwise. Refer to' a any structure from this drawing any failure to build the t seal on this drgw1i g or cover pa e i for the design shown. The suigability ANSI/TPII c.2. ALPINE mnw071111M1Y 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/O1 Truss Label: CJ3 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 " 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 Bol 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)/l 0(0) Plate Type(s): WAVE Ply: 1 SEON: 5147 / T19 / JACK Cust: R R8975 JRef. 1 WC189750072 Oty. 2 FROM' LEG DrwNo' 173.18 1514.57042 KM / DF i 06/22/2018 C I cl Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL). NA HORZ(LL): 0 001 D HORZ(TL). 0.002 D Creep Factor, 2.0 Max TC CSI: 0.188 Max BC CSI 0.097 Max Web CSI. 0 000 VIEW Ver 17.02.01A.1115.21 M, b 'ii p No 70773 • 0 : jr O: STATE OF 0-278 06/22/2018 T Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 250 /61 /214 /- /75 /8.0 D 54 /4 /42 I- /- /15 C 90 /44 /54 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - 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, handlingq shippin installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) (bi saffety ractices prior to performing these functions. Installers shall provide temporarryy brawn per SCSI. Unless noted otherwise,top chord shall have proper)Yy attached structural sheathing and bottom hord shall have a proppePlyattach. rigid ceilingQ `ovations shown for permanent lateral restraint Of webs shall have braacinq ins tilled p8r BCI sections !}3, B7 or B10asappicae. ApppTy plates to each face. of truss and position as shown above and on the JOinrDetail5, unless noted otherwise. Refer to ALPINEdrawingsa60A-Z fbr standard plate positions. Alpino, a division of ITW Build1ncLComponQnts Group InS.,shall not be responsible for any deviation from this drpwin anyy failure to build the ,wirv,co,,e,,n truuss in conformance with ANSIl PI 1, or for handli s ippintq, installation and bracing of trussesA eal on this dr wing or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essionaf epgineennq responsibility solely for the desi n shown. The suitabilityanduseofthisyawingforanystructureisaresponsibilityoftheBuildingDesignerpeANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites, ALPINE www at meaw.com: TPI: ww t inst.or , SBCA. w .sbcindustry com, ICC w iccsafe org Orlando FL, 32837 Job Number: N330089 VARIOUS ,9A6/9A7 .258MC/258TC ,R/01 Truss Label: CA Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL. 0.00 BCDL' 1000 Des Ld: 47.00 NCBCLL. 10.00 Soffit: 0.00 Load Duration: 1 25 Spacing: 24.0 " V 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 6/112013) 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"x3 0", min. toe -nails at bottom chord. t Ply' 1 SEON: 5150 / T20 / JACK Cust: R R8975 JRef: 1 Wc189750072 Oly: 2 FROM. RDG DrwNo. 173 18 1514 57573 KD / DF 06/22/2018 12 6 [7,-- C Snow Criteria (Pg,Pf in PSF) Fig: NA Cl NA CAT: N/ Pf. NA Ce: NA Lu: NA Cs NA Snow Duration' NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s). WAVE M O T_ i Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(fL): 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 CS]. 0.000 VIEW Ver: 17.02.02A.1213.21 0 0 0 r A4r7L E Ns No 70773 Z. STATE OF iV^ 0. Ac 10 0-278 06/22/2018 Lf') r— M Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 194 / 64 / 186 I - / 37 / 8.0 D 9 /10 /14 /- /- /1.5 C -15 129 /21 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingp shippin Installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by_TPI anr7 SBCA) fbF safety ractices prior to performing these functions Installers shall provide temporary bracin per BCSI Unless noted o erwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attach d rig Id ceilin Locations shown for ermanent IatQral restraint bf webs shall hav bracin inslslled p r BC I sections 03, B7 or 910. as app icable. App y places to each face o truss and position as shown above and on t 1e Join(9Detalls, ungess noted otherwise Refer to drawinALPINE gs160A-Z for standard plate positions. Aping, a division of ITW Buildl'ncLComponents Group InC.,shall not be responsible for any deviation from this drpwinq alit' failure to build the µw ,, truss In cpnformance with ANSI/TPI 1, or for handlirfq shippingq, installation and bracing of trussesA Seal on this drawufq or cover pa e , , 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofproTessiona! en ineering responsibilittyv sole) for the desi n show7n. The suitability and use of this drawing for any structure is the responsibilit of the Building Des!grier per ANSI/TPI 1 ac.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE w al ineitw com. TPI, www t tnst or : SBCA: w.sbcindustryxorn, ICC: www.iccsafe org Orlando FL, 32837 Job Number: N330089 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Truss Label: CJ5A T 6••6 4X4(B1) OF Oty: 9 - [FROM-RDG / T33 /JACK DrwNo R173.18.1514.5 478 0072 C 5' 5' tding Criteria (psg Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) LL: 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 B 337 / 108 / 274 / - / 147 14.0DL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA LL: 000 Enclosure. Closed Lu: NA Cs' NA VERT(TL): NA D 97 / 10 / 74 / - / - / 1 5 DL: 1000 Risk Category, II Snow Duration NA HORZ(LL): -0.006 C C 174 / 117 / 103 / - / - / 1 5 Ld: 47 00 EXP- C HORZ (TL): 0.010 D - - Wind reactions based on MWFRS Code / Misc CriteriaBCLL' 1000 Mean Height. 21.69 ft Creep Factor: 2.0 B Min Brg Width Reg = 1.5 fit: 0.00 TCDL. 4.2 psf BCDL: 5 0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI 0.489 nrDMinBWidth Re gg = id Duration: 1.25 MWFRS Parallel Dist, 0 to h/2 TPI Std: 2014 Max BC CSI: 0.306 C Min Brg Width Reg = Bearing B is a rigid surface. icing 24 0 " C&C Dist a: 3 00 ft Rep Factors Used Yes Max Web CSI: 0 000 Loc. from endwall. not in 4.50 ft FT/RT,20(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): 1 VIEW Ver 17.02.02A 1213 21 WindDuration: 1.60 WAVE alue Set: 13B (Effective 6/1/2013) op chord 2x4 SP #2 N of chord 2x4 SP #2 N umber value set "1313" uses design values pproved 1/30/2013 by ALSC Jind loads based on MWFRS with additional C&C ter design. nal Notes 2) 0.131"x3.0", min. toe -nails at top chord. 2) 0 131"x3.0", min toe -nails at bottom chord 14 or VIC No 70773 j S1ATE OF 0- 278 1bM171411P 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 Safey Information, byy TPI and SBCA) fiSF sa ey practices poor to performing these functions. Installers shall provide temposrrYY bracing per BCSI .Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom hord $hall have a propefly attach@d ngid ceilm Locations shown for permanent latgral restraint Of webs shall hav bracjnq installed per BCI sections !}3, B7 or t310 asappicaaAppyplacestoeachfaceoftrussandpositionasshownaboveandont,e oln Details, unless noted otherwise. Refer to' drawinALPINE gs 160A-Z for standard plate positions. Alping, a division of ITW Build1'n44Compon nts Group 1 shall not be responsible for any deviation from this drawing any failure to build the µrt,,,c t ss inconformancewithANSIlTPI1, or or handliriI shipping, installation and bracing of,lrussesA Seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of ro essrona en sneering responsibilittyv sole) for the design shown. The suitability and use of this drawing for any structure is p e responsibility of the Building DesigrSer per'ANSI/TPI 1S-6c.2. Suite150 mf.....n..... .-. 1 . ...-.. - .. oiva — —1 -,w To. ,.,,..., ,....,.. --.-11-T. err' ...A. —I.— Orlando FL. 32837 Job Number: N330089 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/O1 Truss Label: CJ3A 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 C Des Ld: 47 00 MeaMean Height. 21.19 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24 0 " C&C Dist a: 3.00 ft Loc from endwall 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:5149 / T38 /JACK Cust RR8975JRef: 1Wc189750072 Qty: 9 FROM: RDG DrwNo: 173 18 1514 57104 KD / DF_ 06/22/2018 C 3' 3, it 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: 0.266 TPI Std: 2014 Max BC CSI: 0.101 Rep Factors Used Yes Max Web CSI, 0.000 FT/RT:20(0)/10(0) Plate Type(s) WAVE VIEW Ver: 17.02.02A 1213.21 t"illillttrrlfs,",, No 70773 S1ATE OF 4 z Off. 90-278 06/22/2018 CD O N to 7 M N Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 245 / 82 / 208 / - / 96 14.0 D 56 /4 /43 /- /- /1.5 C 97 /67 /54 /- /- /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 require extreme care in fabricating, handling, shippin installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingWentSafetyInformation, by TPI and SBCA) fbr safety ractices prior to performing these functions. Installers shall provide temporary per "CSI Unless noted o herwise,top chord shall have properlyy attached structural sheathing and bottom Chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint bf webs shall hav br ,anq installed per BCSI sechons 3, B7 or B10ical8e. Appply plates to each face, of truss and position as shown above and on tthe Joint Details, unless notetl otherwise. Refer to' Is 36OA-Z fOI. standard plate positions. a division of ITW Buildl1'nccL Componpnts Group In,,. shall not be responsible for any deviation from this drpwin any failure to build the conformance with ANSI/fPI 1, or for handliriq, s ipping, installatidn and bracinq of trussesA seal on this dr wirf or cover pa e ing this drawing,Indicates acceptance cJuseofthisawingforanystructureI more information see this lob's general notes page and www alpinedw tom; TPI. solely for the desi n shov7n. The suitability r per ANSIITPI 1 Sgec.2. ALPINE rrw CD.uw,NY 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330089 VARIOUS ,9A6/9A7 ,258MC/258TC ,R101 Truss Label: CJ1A T 6"6 Loading Criteria (psq Wind Criteria TCLL 2000 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: 20.69 fl NCBCLL. 10.00 TCDL 4 2 psf Soffit 0.00 BCDL: 5.0 psf Load Duration 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bol chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/3012013 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 SEON: 5151 / T39 / JACK Cust. RR8975 JRef: 1W089750072 Oty: 12 FROM. RDG DrwNo: 173.18.1514 57728 KD / DF 06/22/ 2018 12 6 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 61h. ed TPI Std' 2014 Rep Factors Used Yes FT/RT 20(0)/ l0(0) Plate Type(s): WAVE T(0 T U-) o r- r— M Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT( TL). NA HORZ( LL)' -0.000 C HORZ(TL). 0.001 C Creep Factor: 2.0 Max TC CSI: 0. 183 Max BC CSI: 0. 020 Max Web CSI 0. 000 VIEW Ver: 17.02. 02A. 1213.21 t No 70773 'kp,+ SLATE OF ''0 0kfl 0-278 06/ 22/ 2018 Maximum Reactions (Ibs) Loc R /U /Rw / Rh /RL /W B 181 /71 /172 /- / 47 /4.0 D 14 /5 /14 /- /- 11.5 C -6 /22 /18 /- /- / 1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI ana SBCA) fsafety practices prior to performing these functions. Installers shall provide temporarryy BCSI Unless noted olherwise,top chord shall have properigy attached structural sheathing and bottom Chord shall have a pro pperly id ceiling Locations shown forpermanentlateralrestraintOfwebsshallhavebraacing9installedperBCSIsections $3, B7 or 910, e _ AppTy plates to each face. oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to Alppine, a division of ITW Bu 1ildl1' n1g omponpnts Group InC. shall notbe responsible for any deviation from this drpwinp any failure to build the trTs's in conformance with ANSI/T 1 1, or for handlirtq shipping, installatidn and bracing of,trussesA seal on this drawing or cover page , listing this drawing indicates acceptance of proTessionar en meenng responsibility sole) for the design shown. The suitability and use of this drawing for anystructureistheresponsibilitfoftheBuildingDesigrierper'ANSi/TPI 1 Sbc.2. For moreinformation see this job's general notes page and these web sites: ALPINE: w .atpineitw com, TPI w .tpinst erg, SBCA www sbondustry.com: ICC: w iccsafe A4nwrAWANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/O1 Truss Label: CJ5S T6"6 i 4X4(B1) Loading Criteria (psf) TCLL: 2000 TCDL: 1700 BCLL- 000 BCDL: 10.00 Ld 47.00 NCBCLL. 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II CEXPDesMeanMeanHeight. 21 94 tt TCDL 4 2 psf Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT N/ Pf: NA Ce- NA Lu: NA Cs' NA Snow Duration: NA Code / Misc Criteria Soffit: 0.00 BCDL: 5 0 psf Bldg Code: FBC 6th.ed 201 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24 0 " C&C Dist a: 3.00 ft Rep Factors Used. Yes Loc from endwall not in 4.50 ft FT/RT:20(0)/10(0) GCpi. 0.18 Plate Type(s): Wind Duration 1 60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bol chord 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. Ply. 1 j SEON. 5146 / T43 / JACK I Cust. RR8975 JRef. 1 Wcl89750072 Oty: 1 FROM: RDG DrwNo: 173.18.1514.57371 KD - /_DF _ 06/22/2018 5' 5' Defi/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) NA VERT(TL): NA HORZ(LL) -0 007 B HORZ(TL): 0.013 C Creep Factor: 2.0 Max TC CSI: 0.524 Max BC CSI: 0.316 Max Web CSI: 0.000 VIEW Ver 17 02.02A.1213.21 i DOri No 70773 p: jr STATE OF Ac FS.ApAi 0-278 06/22/2018 B C SO O M Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 249 / 63 / 183 / - / 123 / - C 99 /12 /77 /- /- 11.5 B 180 / 122 / 109 / - / - / 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 quire extreme care in fabricating, handling, shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building SafetyInformation, by TPI and SBCA) fb 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 proLer y id ceiling `ovations shown for permanent IatQral restraint bf webs shall have br0cin inslelled per BCSI sections B3, B7 or 810, le. Apply plates to each face,oftruss and position as shown above and on the Join(9Details, unless noted otherwise Refer to BOA- Z for standard plate positions. ALPINE a division of ITW Build 11nc(LComponQnts Grpup InC shall not be re;pponslble for any deviation from this drawing any failure to build the 1 Conformance with ANSI/TPI 1, or for handllriqq,. shippingg, Installation and bracing o[trussesA seal on this dr8wirfcct1 or cover page , this drawing, indicates acceptance of roTessionaf en sneering responsibility sole) for the design shovTn. The suitability seofthisdawingforanystructureistheresponsibilityofthebuildingDesigrierper'ANSI/TPI 1 Sec.2. i information see this job's general notes page and these web sites. ALPINE www.elpineitw corn, TPI www 1pinsl org, SBCA www sbandustrycom: ICC: www iccsafe w+nwrnwun 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 Ply. 1 SEON: 5148 / T55 / JACK Cust. R R8975 JRef. 1 Wcl89750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Oty: 1 FROM ROG DrwNo 173.18.1514.57369 Truss Label: CJ3S KD / OF 06/2212018_ Loading Criteria (psf) TCLL. 20.00 TCDL: 1700 BCLL 000 BCDL: 10. 00 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 21 44 ft TCDL. 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3 00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 N Lumber value set "1313" uses design values approved 1/3012013 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 B 4X4(B1) 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 C 3' 3' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL) NA HORZ(LL). -0. 002 B HORZ( TL): 0 003 C Creep Factor. 2.0 Max TC CSI: 0.296 Max BC CSI: 0 117 Max Web CSI 0 000 VIEW Ver, 17.02 02A.1213 21 14 t tN s r rll r', No 70773 O : • jr p :. SLATE OF • 0. Al i s 0 vr r,+ t 0-278 06/22/2018 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W A 151 /35 /110 /- /72 /- C 58 /6 /45 /- /- /15 B 108 /73 /66 /- /- /15 Wind reactions based on MWFRS A Min Brg Width Reg = - C Min Brg Width Reg = - B Min Brg Width Reg = - Members not listed have forces less than 375# WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT * FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) fi5i saffety 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 properly id ceiling Locations shown for permanent lateral restraint bf webs shall have bracing installed per BCSI sections $3, B7 or B10, e._ Apply plates to each face of truss and position as shown above and on the oin Details, unless noted otherwise Refer to ALPINE se 4Components Group InC. shall not be responsible for any deviation from this drpwinq any failure to build the TPI 1, or for handling shippin?, installation and bracing of trussesA eat on this dr8wi;? or cover paqe , acceptance of pro essiona en ineering responsibilitty sole) for the design shown. The sulf9ablllty any structure is the responsibility of theBuildingDesigr5erper1ANSI/TPI 1 Sbc.2. rel notes page and these web sites' ALPINE: w elpmeaw.com, TPI: w .tpinst org, SBCA w sbandustry com, ICCwww iccsafe m r"7'0r 2400 Lake Orange Dr. Suite 150 Orlando FL, 328: Job Number: N330089 Ply. VARIOUS 9A6//9AS 2 8MC/258TC ,R/01 -- — Oty.I — 1FROM. OG1 / T65 /JACK IKD No/ 173.18 1514.57712 /209850072Truss 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 Mean Height: 20.94 itMean NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a' 3.00 it Loc from endwall Any GCpi: 0 18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/3012013 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 6 4X4( B1) C i A F T 0 0 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) -0 000 B HORZ(TL): 0.000 B Code I Misc Criteria Creep Factor: 2 0 Bldg Code: FBC 5th.ed 201 Max TC CSI: 0.031 TPI Std. 2014 Max BC CSI 0.009 Rep Factors Used. Yes Max Web CSI. 0.000 FT/RT: 20(0)/10(0) Plate Type( s): WAVE VIEW Ver: 17 02.02A.1213.21 M. No 70773 9 SLATE OF 4l; S O.. A% ii tOs• OAI 0-278 06/22/ 2018 Maximum Reactions ( Ibs) Loc R / U / Rw / Rh / RL / W A 54 / 7 /38 /- /22 /- C 18 / 2 /14 /- /- /15 B 34 / 25 /21 /- /- /1.5 Wind reactions based on MWFRS A Min Big Width Req = - C Min Big 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 fabricatingg, handlingg shipping, installing and bracng. ,Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI anc7 SBCA) fdi safpey practices prior to pertorming these functions. Installers shall prowde temporary brawn per BCSI. Unless noted o herwise,top chord shall have proper)y attached structural sheathing and bottom hord shall have a pro er y attachtl rigid ceilin Lovations shown for permanent latgral restraint bf webs shall hav br Gn installed p r BCI s coons B3, B7 or 10, as app ica e. Applgy plates to each face. of truss and position as shown above and on tfie ointoDeta ls, un ess note otherwise liefer to drawings 160A- Z for standard plate positions. Alpine;, a division of ITW Buildi1nggComponQnts Group In, shall not be responsible for any deviation from this drowin anyy failure to build the truss in conformance with ANSI/TPI 1, or for handle c shipping, installatidn and bracing of trussesA Seal on this dr winq or cover pa e , listing thisdrawingindicatesacceptanceofpro4esstonaqenineeringresponsibilitysole) for the design shovTn. The suifabellty and use of this drawing for any structure is the responsibiIWof the Building Desigrfer perYANSIITPI 1 Sec.2. ALPINE m nw COMCAM' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 ICC: Job Number: N330089 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Truss Label: CAC Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL 0.00 BCDL' 10.00 Des Lci 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: 20.99 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 GCpr 0 18 Wind Duration. 1 60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N 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. 8975T60 /JACK DrwNo 151457509 R117318..119750072 1 FROM PFH KD / DF 06/22/2018 12 6 B 2X4( B1) T co T CD CIO ti C 9r' 12 9" 12 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT W Pf NA Ce: NA Lu, NA Cs' NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std: 2014 Rep Factors Used Yes FT/ RT 20(0)/10(0) Plate Type(s). WAVE Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL): NA VERT( TL): NA HORZ( LL): -0.000 C HORZ( TL): 0.000 C Creep Factor, 2 0 Max TC CSI: 0.016 Max BC CSI 0.004 Max Web CSI. 0.000 VIEW Ver: 17 02 02A 1213.21 No 70773 • 0: STATE OF / A log 14111611 i l s'OA1 0- 278 06/ 22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporarryy bottom chord shall have a properly unless ntedothersw e: B7l efe8 to Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 44 /5 /31 /- /18 /1.7 C 16 /4 /13 /- /- /1.5 B 25 /18 /16 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1 5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# ALPINE c 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 a of ITW Buildl1'nccL CComponeQnts Group Inc. shall not be responsible for any deviation from this drpwin an failure to build the nce with ANSI/TP1 1, or (or handling, shipping, installation and bracing of trussesA Seal on this dr wiXq or cover page , nqq indicates acceptance of ppro essiona en ineering responsibilittyv sole) for the design shovTn. The suj ability AawingforanystructureisKeresponsibilityoftheBuildingDesigrSerper1ANSI/TPI 1 Sec.2. ee this job's general notes page and these web sites ALPINE: www aipinedw.com, TPI. w tpinst org; SBCA: www sbandustry.com; ICC w .iccsaf VA IOUS 9A6/19 77 ,258MC/258TC ,R/01 ---_- Oty 1 I FROM. HMT / T23 /HIP_ Dr No/ R173 WHK 8 151. 06 2013 0072 T 1 5'2"5 9110"1 5'2"5 47"11 n 1'S" 1 9'5" 7 4„ 0 9'S7 '1 "1 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 CEXPDesLd4700 MeanMean Height' 15 00 ff NCBCLL000 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 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 " 13B" uses design values approved 1/30/2013 by ALSC Loading Hiplack 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"x10", 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 Udefl U# Pf, NA Ce NA VERT(LL): 0.017 C 999 360 Lu. NA Cs. NA VERT(TL) 0.067 C 999 240 Snow Duration. NA HORZ(LL) 0 006 F - - HORZ( TL): 0.014 F Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 201 Max TC CSI: 0 901 TPI Std. 2014 Max BC CSI 0 623 Rep Factors Used No Max Web CSI: 0.420 FT/ RT'20(0)/10(0) Plate Type(s) WAVE VIEW Ver. 17 02.01A 1115 21 No 70773 STATE OF kl i l s•:Ojil 0- 278 06/ 22/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 425 /125 /- /- /- /10.6 E 443 /56 /- /1 /0 /1.5 D 305 /156 I- /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 341 -817 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 DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I uire extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building I Safety Information, byY TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise,top chord shall have proper)yy attached structural sheathing and bottom chord shall have a propperly aid ceiling Locations shown for permanent lateral restraint i)f webs shall have braacingq inslelled per BCSI sections B3, B7 or B10 fie.- Apply plates to each face, of truss and position as shown above and on the Joinf Details, unless noted otherwise Refer to a division of ITW Buildl1nccttCompon nts Group InC shall not be responsible for any deviation from this drawing anvy failure to build the conformance with AN 1, or or handlingq shippingq, installatidn and bracing of,trussesA seal on this dr8wirf or cover pa e , . this drawing, indicates acceptance of proTessionaf en_ gineerinq responsibilitty solely for the desi n shovTn. The suitability ieofthisAawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. information see this job's general notes page and these web sites ALPINE www al ineitw coin, TPI www tpinst org: SBCA www.sbandustry com, ICC. www.iccsal ALPINE mrn '— c 2400 Lake Orange Dr. Suite 150 Onando FL, 32837 Job Number: N330089 Ply 1 SEON' 5160 / T31 / HIP_ Cust. R R8975 JRef. 1 Wc189750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Qty. 1 FROM. RDG DrwNo. 173.18 1514 56589 Truss Label: HJ74 KM / WHK 06/22/2018 3 15 i Loading Criteria (ps0 TCLL: 20.00 TCDL: 17.00 BCLL 0.00 BCDL' 1000 Des Ld: 47.00 NCBCLL. 0 00 Soffit. 000 Load Duration 1.25 Spacing: 24.0 " Lumber 537 9110,11 537 4'6"10 L01 3X6(A1) i L 1,5„ + 61"11 4T'8 I6"le 51"11 9'3"3 9,1&1 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP: C Mean Height' 15.00It TCDL: 4.2 psf BCDL: 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc. from endwall NA GCpi 0 18 Wind Duration 1 60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 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 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 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 5th.ed 201 TPI Std 2014 Rep Factors Used. No FT/RT:20(0)/10(0) Plate Type(s) WAVE, 18SS Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.038 G 999 360 VERT(fL) 0142 G 999 240 HORZ(LL)' 0.009 F - HORZ(TL). 0.020 F Creep Factor, 2.0 Max TC CSI: 0.786 Max BC CSI 0 673 Max Web CSI: 0 579 1j Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W H 415 I128 /- /- I- /10.6 E 427 /64 /- /0 /- /15 D 305 /151 /- /- /- /1.5 Wind reactions based on MWFRS H Min Brg Width Reg = 1 5 E Min Brg Width Reg = - D Min Brg Width Reg = - 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 O0 A4 ,G J. No 70773 . Mkp Ir S SlATE OF <U 0;, C,. A% 0 S.00At 0-278 06/22/2018 B - C 375 -1283 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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI Unless noted otherwise,top chord shall have properig attached structural sheathingand bottom chord shall have a properlyattachdAmidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebrawninsalledperBCSIsectionsB3, B7 or 810, as applicafsle. Apply plates to each face of truss and position as shown above and on the Joini9Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Buildl1ng Components Group Inc. shall not be responsible for any deviation from this drpwln any failure to build the ,,i a m,M,,,,, trssinconformancewithANSIIPI1, or for handling, shipping, installatidn and bracing of trussesA seal on this dr wing or cover page , , 2400 Lake Orange Dr listing this drawing, indicates acceptance of professionar en ineering responsibilittyv solely for the desi n shovTn. The suitability Suite Lak and use of this awing for any structure is the 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 sbandustry com. ICC www iccsafe org Orlando FL, 32837 Job Number: N330089 Ply' 1 SEON' 5159 / T42 / HIP_ Cust: R R8975 JRef 1 Wc189750072 VARIOUS ,9A6/9A7 .258MC/258TC ,R/01 Oty. 4 FROM. HMT DrwNo, 173 18 1514 56854 Truss Label: HJ7A _ _ KM / WHK 06/22/2018 5'2"3 9110"1 5'2"3 47'14 LD) 12 4.24 p a 3X6 C N OV V B e% A F F 1'5" 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 EXPDesLd: 47 00 Mea C Mean Height. 22 18 It NCBCLL: 000 TCDL' 4 2 psf Soffit: 0.00 BCDL 5.0 psf Load Duration: 1 25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a 3 00 ft Loc. from endwall. NA GCpi 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 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 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 Udell U# VERT(LL) -0 023 C 999 360 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL B 423 / 181- VERT(TL)' 0.061 C 999 240 E 439 / 101- HORZ(LL). -0.010 E - - D 312 / 209- HORZ(TL) 0.012 E Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Reg = 1 5 Max TC CSI' 0.809 E Min Brg Width Reg = - Max BC CSI: 0.621 D Min Brg Width Reg = - Max Web CSI: 0.392 Bearing B is a rigid surface. W 4.9 1.5 1.5 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 PNDO 2 iQ`•• C E M SF ,`961 No 70773 p : STATE OF t[!: A F•.pAt f 1111/i1 a 0-278 06/22/2018 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 Trusses require extreme care in fabricating, handlingq shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI and SBCA) (isr safely 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 hord shall have a pro pelly attach d rl id ceilin Locations shown forpermanent latqral restraint bf webs shall hay braclnq Installed p r BC I s ctions $3, B7 or B10 as app icaf3 e Appiy plates to each face of truss and position as shown above and on tI a Joint Details, un ess noter otherwise. deter to ALPINE drawings160A-Z for standard plate positions Alpina, a division of ITW Buildl'ng Comp in nts Group InC. shall not be responsible for any deviation from this drawing any failure to build the u nwc wv trussIncgnformancewithAN5'U 1, or faor handling, shlppinq, Installation and bracing of,trussesA seal on this drNinq or cover page , . 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofprofessionalenineerinoresponsibilitysole) for the des i n sho Qn. The suit -ability Suite Lake and se of this u awing for any structure is fhe responsibil!t of the 9uilding Desigrier per1ANSIrTPI 1 ac.2. ty150 For more information see this ob's general notes page and these web sites. ALPINE www.al ineitw com. TPI. w .t inst or : SBCA w sbandust .com, ICC w .icrsafe.org Orlando FL, 32837 Job Number: N330089 Ply. 1 SEON: 5161 / T50 / HIP_ Cust R R8975 JRef, 1 Wcl89750072 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 Oty 1 FROM HMT DrwNo, 173 18 1514 56074 Truss Label: HJ7S _ __ KM / WHK 06/22/2018 Ta•e 3X4(B1) 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: 47.00 Mean Height: 22.43 ft NCBCLL' 000 TCDL: 4.2 psf Soffit. 000 BCDL 5 0 psf Load Duration 1.25 MWFRS Parallel Dist 0 to h/2 Spacing 24.0 " C&C Dist a 3 00 It Loc. from endwall: NA GCpi 0.18 Wind Duration. 1 60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set " 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 573 9110"1 5'2"3 47' 14 9'5" 10 4" 9'5"10 5.1 .i 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 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) -0.023 B 999 360 VERT(TL): 0.059 B 999 240 HORZ(LL) -0.010 D - - HORZ(TL): 0.012 D Creep Factor, 2.0 Max TC CSI: 0.803 Max BC CSI 0 627 Max Web CSI: 0.397 VIEW Ver 17 02.01A 1115.21 t llr)IIfI,,'/ At No 70773 C 13 STATE OF •ul: yp. k, ON 0-278 06/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 382 /160 /- /- /- /49 D 443 /105 /- /- I- /1.5 C 311 /211 /- I- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Reg = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp A - B 449 - 749 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 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme rare in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) handling, safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properlyattachdnidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsP3, B7 or 910, as appllcaffle Apply Oates to each face. oftruss and position as shown above and on the Jom Details, unless noted otherwise. Defer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Buildl'ncct Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the • rrY,co,,,,,,,,,. truss in conformance with ANSIriPI 1, or for handling, shipping, installati n and bracing of trussesA seal on this drawing or cover page ? ability 2g0o Lake Orange Dr. listing this drawing indicates acceptance of pro essiona. engineering responsibility solely for the des* n shovan. The sui ability Suite Lake and use of this gnawing for any structure is p e responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2.150 For more information see this ob's general notes page and these web sites, ALPINE www at ineitw.com; TPI w t inst or ; SBCA: www sbandust .corn: ICC: wvnv iccsafe org Orlando FL, 32837 Job Number: N330089 VARIOUS ,9A6/9A7 ,258MC/258TC .R/01 Truss Label: HJ2 T i Ply 1 SEON 5162 / T45 /HIP_ Cust RR8975JRef 1Wc189750072 Oty. 1 FROM. ROG DrwNo. 173 18.1514.56202 SN / WHK 06/22/2018 12 C4.24 r12 52' 7"1 1" 2' 7"1 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed, 150 mph BCLL: 0.00 Enclosure: Closed BCDL 1000 Risk Category: II EXP. C Des Ld 4700 Mean Height: 20.90 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 #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 1-10-0 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. Additional Notes Provide ( 2) 0 131"x3 0", min. toe -nails at top chord Provide ( 2) 0.131"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 TPI Std. 2014 Rep Factors Used No FT/ RT 20(0)/10(0) Plate Type(s): WAVE Defl/ CSI Criteria PP Deflection in loc Udell U# VERT( LL) NA VERT( TL). NA HORZ( LL). -0 000 D HORZ( fL): 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 lrr ot#,,i No 70773 ccZ STATE OF :ZV L A S Onj• `. Ilil{ 1\tl 0- 278 06/ 22/2018 T T co L 00 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 102 /51 /- /- /- /49 D 4 /- /7 /- /- /1.5 C 18 /12 /- /- /- /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, shippingq installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an c7 SBCA) fd safety j5ractices 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 proL erly attachsdrigpidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginslalledperBCSIsectionsB3, B7 or 910 as applicalsle Apply Oates to each face of truss and position as shown above and on the aoingDetails, unless notetl otherwise. Refer to' ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildlnaa Components Group 1% shall not be responsible for any deviation from this drawinany failure to build the µ ",C01,,,,,,. truss inconformancewithANll/TPI 1, or for handling s ippinlq, installatidn and bracing of,trussesA seal on this drawling or cover page . , 2400 Lake Orange Or listing this drawing, indicates acceptance of proTessionar engineering responsibility solely for the desi n shown. The suitability and use of this r7 awing for any structure is the responsibility of the engineering Desigrierper ANSI/TPI 1 Sec 2. Suite 150 For more information see this job's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbandustrycorn, ICC www iccsafe org Orlando FL, 32837 Job Number: N330089 Ply 1 SEON 5163 / T62 / HIP_ Cust. RR8975 JRef. 1Wc189750072 VARIOUS ,9A6/9A7 .258MC/258TC ,R/01 Oty. 1 FROM. PFH DrwNo 173 18.1514 57135 Truss Label: HJ21 _ _ _ KD / OF _06/22/2018 12 4.24 B 2X4(Al) T co to 00 ti C ZY14 ZY14 Loading Criteria (ps0 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 EXPDesLd: 47 Mean C 00 Mean Height 21 19 ff 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 SIP #2 N Bot chord 2x6 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading HiPlack supports 1-7-12 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 0 131"x3 0", min. toe -nails at top chord. Provide (2) 0 131"x3.0", 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 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 C HORZ(TL): 0 000 C Creep Factor: 2.0 Max TC CSI 0 024 Max BC CSI: 0.009 Max Web CSI 0 000 VIEW Ver: 17.02.02A.1213.21 111ltlrllfl' c 7•MSF''1•,, i No 70773 p : STATE OF W O• S; A, C O p % 0.SiOrv` 1jj1 0-278 06/22/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 19 /7 /- /- /- /1.7 C 10 /- /2 /- /- 11.5 B 26 /16 /- /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1 5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingp, handlingp shippin tailing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an c7 SBCA) & safety ractices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a proper yattach€d ngid cellina Locations shown for permanent lateral rest0 nt of webs shall hav bracing installed per BCSI sections $3, B7 or 810, as app ica e. Apply plates to each face oftruss and position as shown above and on tthe Joint Details, unless noted otherwise. Defer to ALPINEdrawings160A-Z for standard plate positions A ping, a division of ITW Buildl1'n44Components Group Inc. shall not be responsible for any deviation from this drpwin any failure to build the m ,µ truss in conformance with ANSIlTPI 1, or for handlirtC shipping, installati n and bracing of trussesA Seal on this dr wing or cover page, , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essionaf en ineei ing responsibilitty solely for the desi n shoWn. The suitability Suite 150anduseofthisdrawingforanystructureIstherespons!bilitgr of the 9uilding DesigrSer per ANSIITPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbundust .com; ICC: w.vw iccsafe arg Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 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 l3ri 120 moh Wind Sneed. 15, Mean Hpinht. Partially Fnrincad_ Fvnncurp n le7+ = inn 2x4 Brace Gable Vertical Spacing Species Grade No Braces I) lx4 'L' Brace 1) 2x4 'L' Brace IN 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# 3 O uHl I / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 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' V 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 1l' 9' 6' 10' 4' 11' V 14' 0' 14' 0' Qj 1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 1 12' 9' 14' 0' 14' 0' J S P 2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' CS U D F L 3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, I1' 11' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, ill II' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' I1' 9' S. 10' 4' 13' V 14' 0' U S P F 1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10' 13' 9' 14' 0' 14' 0' 14' 0' OJ U O u Pfl 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' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10' 10' 12' 8' 13' 7' 14' 0' 14' 0' S P 1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, e' ill 1' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' 0) 01 D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, LI' 10' 12' 7' 14' 0' 14' 0' 0 d S P F 1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' II' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' U u F Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X O Hl Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1 5' V 8' 5' 8' B' 9' il' 10' 3' tl' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d Rj S P 2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 10' 1 9' 8' 10' r II, 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' a--1 D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' l2' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 1 8' 8' 9' 3' 11' 6' 1 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grodesi Group A, S nice-Plne-Flr Hen -Fir M1 / N2 Standard N2 Stud I3 Stud N3 Standard Doucticis Flr-Larch Southern Pines• N3 N3 Stud Stud Standard Standard Group Bt Hem -Fir N1 L Btr NI Dou has Fir -Larch Southern Plnesss NI NI N2 N2 Ix4 Braces shall be SRB (Stress -Rated Board). sFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rddes. Gable Truss Detail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. About L Attach 'L' braces with 10d (0.128'x3.0' min) nails. able Truss iR For (1) 'L' bracer space nails at 2' o.c. Ir In 10' end zones and 4' o.c. between zones. I6ogonal brace option- BE)For (2) 'L' braces space molls at 3' o.c. vertical length may be T In l8' end zones and 6' o.c. between zones. doubled •hen diagonal 18, i# L' bracing must be a minimum of 80% of web brace Is used Connect member length. diagonal brace for 6001 at each end Max web Brace Gable Vertical Plate Sizes total length Is 14'. KA Vertical Len th No S llce 2x6 IIF-L #2 or 111 Less than 4' 0' 2%3 better diagonal T1 D l Greater than 4' 0', but 3%4 Vertical length shown brace) single 8' M, less than fl' In table above. or double art Greater than 11'' 6' 4X4 45' as shown) at L 1 aQ Refer to common truss design for upper end. peak, splice, and heel plates. Connect diveragon nt oYhlnZt" Bea ) T Refer to the Building Designer for conditions not addressed by this detail. midpoint of vertical web. Refer to chart 42oSe+for max able vertical ly ih. ssWARIMIGIssis READ AM FOLLOW ALL NaTES a THIS MAviNO • 0PORTANTn FTSD®1 T10S DRAWDG TO ALL miTRACTORS DIQI)011GIETBMTALL13M » i A. REF ASCE7-10-GAB16015 Tr., w:.w requFe .xtren. care In f.txtc.t,g handling, wpp,, Installing ..d bracing. R.Fer Fallow the latest ed)Uan of I l Milip Cwporxnt Safwty Infc—t1on, by TPI and SICA) far saf. stallSTATE OF :l' DATE 10/01/14 practices prior to performing these functlons Instoaers provide tenporery bracing per Wens mtM top Mve otherwise, chord stall properly attached structural sheathing and bottom sM0 Mve a for U.dtt.ddperNpStL33, DRWG A16015ENC101014 propertycelhprestrainth37oshownperwanentplyplateso:f Mve bracing ntased per SI sections I7 rr as Apply plates to each i. a j OdOposttheDetunlessnooftruss .rd position as shown above .rd on tM Joint Oetass, wen rotor otherwise. .04 rl s • RefertodrawingsI60A-2 for staMord plate posm)ons.S n AlpYx+, dsloof iAc ax ITW Building CorponentsGrayInshallrotberesponseformydeviation Fro VANffWCX)MPANY thisdrawing,M any FdRure to b" the truss In con arnKSV ce with ATPI 1, orForhardleq, shipping, t MAX, TAT, LD. 60 PSF installation L bradng of tuss.s. A awn) on this ta. Yq or cover Usttip this drawing, Ind—tes I 3723\ Poverpon\ Ddw P. O. .cupt— of professiaid engwnerip ruspvrs6l)ty sdely For the des(pn shown The nitabi ty aM use of this drawYp IINte\200 Fer day structure h tin rrspai4llty of tiim hiding Designer per ANSVTPI 1 Sec.P Marylaal\ Heights,\MO\63043 For rors, hfornstion sn this job's general rots ppop. one these orb sneD ALPDE .v.aldMbeom TPA vs. toinst— SRN vasbAVustrvtror [Qi wwwYctafearo un n o MAX. SPACING 24.U' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 140 MPH Vlnd Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Vind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 mph Vlnd Speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) Ix4 'L' Brace 1) 2x4 'L' Brace 2) 2.4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace all Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B J Q S P F H F 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' e' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' B. 7' 2' 7' 7' e' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' Standard S P 1 03' ' 6' 4' 6' 7' 7' 6' 7' 9' 1e' ' 9' 3' 1 ' 9' 12' 2' 13' 11' 14' 0' 2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' 3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' l0' 10, 13' 8' 14' 0' d ou D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U i QJ U Q S P F LJ Ffl 1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 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 St. 4' 0' 6' 7' 7' 0' B' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12' B' 14' 0' 14' 0' 1 4' 5' 7' 3' 7' 6' 8' 7' 8' Ill 10' 2' 10' 7' 13' 5' 13, 11' 14' 0' 14' 0' S P 2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' 3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Q1 9 D F L Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Stnndnrd 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' 0 d LD X d U O S P F LJ Ffl 1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14, 0' 3 4' 5' 7' 7' 8' I' 9' 2' 9' 6' 10' it, 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' 10, 11' 11' 5' 13' 7' 14' 0' 14. 0' 14' 0' S P 1 4' 10' e' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 8' 7' 11' 8' 2' 9' 4 9' 8' Ll' L' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 2: 011D F L 3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 4' 5' 6' 1' 6' 5' 1 8' 1' 1 8' 7' 10' 11' 1 11' 5' 12' 8' 13' 7' 1 14' 0' 14' 0' Bracing Group Species and Grades, Group AI S nice -Pine -Fir Hen -Fir NI / N2 Standard 1 02 Stud 03 1 Stud N3 Standard Dou has Fir -Larch Southern Pine N3 N3 Stud Stud Standard Stnndnrd Group B: Hem -Fir NI L Btr NI ou ins Fir -Larch Southern Plne N1 NI N2 N2 Ix4 Braces shall be SRB (Stress -Rated Board). For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group Bj 11 values may be used with these grades. Liable I russ Detail Notes: And Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' cutlookers with 2' 0' overhang, or 12' plywood overhang. Abo l ut I Attach 'L' braces with 10d (0.128'x3.0' min) nails. able Truss W For (1) 'L' brace- space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace optlonr K)KFor (2) 'L' braces- space nails at 3' o.c. vertical length may be T In 18' end zones and 6' o.c. between zones. doubled when cilaganal l8' L' bracing must be a minimum of 80% of web brace Is used. Connect member length. diagonal brace for 69011 L• at each end. Max web Bra Ce Gable Vertical Plate Sizes total length Is 14'. Verticl Len th No Splice 2x6 DF-L N2 or Less thana4' 0' 2x4 Greater than 4' 0', but betterclagonal4x4 Vertical length shown gbraces single`a B' ` L less than 12' 0' In table above. 45' or double cut IT ` • r L 1 V as shown) at I Refer to common truss design for upper end. peak, splice, and heel plates. Connect diagonn nt oytln ou Bea g Refer to the Building Designer for conditions of vertical web.N Referto chart n ve 2For max ale vertical le :h. not addressed by this detail.midpoint waVARhmfGIarWAD AND FDIJAv ALL WWS ON TMa DRAVDQ as DPOTTM/ro FURKM BIDS DRAVDG TD ALL CONTRACMRS DM D(G TIE =TALL13M 'O Q REF ASCE7-10—GAB16030 Trusses requia extrtne care in fabricatip hardbp, shppip. Instilling and bracirp, R.Per t faaa. the latest .dMm of NMI (name C.V—t safety Infarvnatlon, by TPI and SIll far m t STATE OF a kJ . DATE 10/01/14 practices prior to perfarrap them functions. Installers shell provide temporary bnou 9 Unitas rated otherwise. top brand shall have attached structural sheawrp and bop t .n A, • all I properly shalt have a property attached ;a ceNhp Locatxms shown far pernanant lateral restof shalt have bracip IntaD.d per I secthxrs 33, 37 Or 110..s appllcable. Apply to f.c a O A t DRWG A16030ENC101014 Il r plates r. dn of truss and Position as sham above and a the Joint Drta4s, ursess noted otherslm. Refer to d-wings 16GA-Z for staMard plate poaRk— a. s b AN rTWCDM1MW t drag. fur:: ' e,° , e in Inc. c, oolth I/TPI'° °"for ham g.`r N %. o+Nllsti l MAX. TOT, PSF installation Lbradn, of trusses. LD. 60 137231 Rnerponl Drive A seal am this drone ar cover page uswp this d—wip, idk.tas ac..pt—. of prartssolco.1 Goo- are responsibility solely for the d.aen dam The wwrrey and —,OF this dra.ip I Srnle\ 200 for any sbructvv Is the respvusbNlty of the tamp Deslprr Par ANSWTPi S--P- Maryland\Heights,\ M0163043 For - irfornatlen see tNs Job's grnrral notes pagr and them web siteu MAX. SPACING 24.0' ALI m ....tpMlt..cani TPh m..tpnstorgi SNCA, mwabo dustryargi IM ...)ccsaf. l;; I Gable Stud Reinforcement Detail ASCE 7-101 180 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 160 mph Vlnd Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt m 1.00 Orr 160 mph Vlnd Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 140 mnh Vinci Sneed. 15' Menn Helnht. Partially Fnrincad_ F—cure n. 1(7t o inn S 2x4 Brace Gable Vertical Spacing Species Grade No Braces t) Ix4 'L' Brace or 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 1 / #2 3' 6' 6' 0' 6' 3' 7' 1' 7' 4' 8' 5' 8' 9' Il' 1' 11' 7' 13' 3' 13' 9' U S P F IJ 3 3' 4' 5' V 5' 5' 6' 9' 7' 3' 8' 4' 8' 8' 10' 7' 11' 4' 13' V 13' 7' Stud 3' 4' 5' 0' 5' 4' 6' 9' 7' 2' 8' 4' 8' 8' 10' 6' 11' 3' 13' V 13' 7' Qj O fl Standard 3' 4' 4' Al' 4' 7' 5' 9' 6' 2' 7' 10' 8' 5' 9' 1' 9' 8' 12' 4' 13' 2' 1 3' 8' 6' I' 6' 4' 7' 2' 7' 5' 8' 6' 8' 10' 11' 3' 11' 8' 13' 4' 13' 11' J d S P D P L 2 3' 6' 5' 9' 6' 2' 7' 1' 7' 4' 8' 5' 8' 9' 11' 1' 11' 7' 13' 3' 13' 9' 3 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' e' 9' 9' 6' 10' 2' 12' 11' IT 8' Stud 3' 5' 4' 7' 4' 10' 6' V 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12' 11' 13, 8' Standard 3' V 4' 0' 4' 3' 5' 4' 5' 9' 7' 3' 7' 9' 8' 5' 9' 0' 11' 5' 12' 3' U rSPr 1 / #2 4' 0' 6' 10' 7' 2' 8' V 8' 5' 9' S. 10, 1' 12, 9' 13' 3' 14' 0' 14' 0' 3 3' 10, 6' 2' 7' 2' 8' 0' 8' 4' 9' 7' 9' Ill 12' 7' 13' V 14' 0' 14' 0' a1 U O u rrlr Stud 3' 10' 6' 2' 6' 7' 8' 0' 8' 4' 9' 7' 9' I1' 12' 7' 13' l' 14' 0' I4' 0' Standard 3' 10, 5' 4' 5' 8' 7' V 7' 7' 9' 7' 9' 11' 11' 1' 11' 11' 14' 0' 14' 0' 1 4' 3' 7' 0' 7' 3' 8' 3' 8' 6' 9' 9' 10' 2' 12, 111 13' 5' 14' 0' 14' 0' S P 2 4' 0' 6' 10' 7' 2' 8' 1' 8' 5' 9' 8' 10, 1' 12' 9' 13' 3' 14' 0' 14' 0' 3 1 3' 11' 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10' 0' 11' 8' 1 12' 6' 14' 0' 14' 0' QJ D P L Stud 3' 11' 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10, 0' 11' 8' 12' 6' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 3' 6' 7' 7' 0' 8' Il' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' d Lf X d U O S P F rHr 1 / #2 4' 5' 7' 7' 7' 10' e' 11' 9' 3' 9' e' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 3' 7' 2' 7' 7' 8' 10, 9' 2' 10' 6' l0' 11' 13' 10' 14' 0' 14' 0' 14' 0' Stud 4' 3' 7' V 7' 7' 8' 10, 9' 2' 10' 6' 10, 11' 13, 10, 14' 0' 14' 0' 14' 0' Standard 4' 3' 6' 2' 6' 6' 8' 2' 8' 9' 10' 6' 10, 11' 12' 10' 13' 9' 14' 0' 14' 0' S P D P L 1 4' 8' 7' 8' 7' 11' 9' 0' 9' S' 10, 9' it, 2' l4' 0' 14' 0' 14' 0' 14' 0' 2 4' 5' 7' 7' 7' 10' 8' 11' 9' 3' 10' 8' 11' V 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 4' 6' 5' 6' 10' 8' 7' 9' 12' 10' 7' 11' 0' 13' S' 14' 0' 14' 0' 14' 0' Stud 4' 4' 6' 5' 6' 10' 8' 7' 9' 12' 10' 7' 11' 0' 13' 5' 14' 0' 14' 0' 14' 0' Stnndnrd 4' 3' 5' 8' 6' 1' 7' 7' 8' 1' 10, 3' 10, 11' 11' 11' 12, 9' 14' 0' 14' 0' LynnAbout) t1lialote Truss Diagonal brace option vertical length may be TI doubled when diagonal 18' brace Is used. Connect I diagonal brace For 775N L, L of each end. Max web Br ce total length Is 14'. 2x6 DF-L 02 or better db.gonol T" t Vertical length shown bracel single 8, In table above. 45' or double cutI yG as shown) at L 1 1 upper end. Inu Connect dlagora at midpoint of vertical web. Refer to chart azi3ve VARI@ICloos READ NO FOLLOW ALL NOTES ON THIS DRAVO#i wo NawwTwr nmom nos mAv01G To ALL 01TRACTOK Cicum d TFE DIST&u3m r 13 Trusses require extrane care In fabricating, horuAnp, shppli , Installing and bracing. Refer t. aft. the latest edition of RCSI (bddhg Coro— - t Safety Information, by TPI anti SRCN for practicws prior to performho these functions. Installers shoo provide temporary b7= per lh t.ss noted othar.ls., tap lard shell have property attached structural sheathYmp anti bottom n shall have a property attached rig celYq. Locations shown for permanent lateral nst—Int ofdsectionsntappLhcto fashallhavetracbqinsionwaUperabovetheisuntessnodotApplpatsoftrussandpositionasshamaboveandontheJointpetals, asJDetails, roGtl otherat e Ill r R.F— to drooling. 16OA-z for standard plat. posrd— . AN RW (30MPANY Alpine, a dlvlsbt of ITV Ruldbp Components Group Inc. shall not be respo tsRMe for any deviation fn this drawing, any falvw to build the truss In conformance with ANSI/TPI L or for harxAIng, shippbno, Installation L bradno of trusses. A s..I on this drawing or rover page Listing this drooling. Inucates acceptance of professional I 372M FWerpon( Drive a Gino h respalbln ity solelyforthedesignshowTh. suhtWd use aty anof this orawingll Suoel 200 for any structure Is the responsibility of the Mdbp Designer per Nt4/TPI 1 Sec?_ l l Marylardl Heights,% MO163043 For more Infornotlan a.. this Job's general notes ppaaid and these .eb shies. ALPIMEn w...alpbMtwConl TPD ...,tpInst. orgi SXN msbo)mdustry.arpi ICO ...lccsaf...0 M, max gable vertical titglh. a. STATE OF w'l- 4 ee• 0 41S/ U N Bracing Group Species and Gradesi Group AI S ruce-Pine- Fir Hen - Fir NI / #2 Standord N2 Stud l3 Stud 03 lstand.rd Dou las Flr-Larch Southern Pins.. N3 #3 Stud Stud Standard Stnndnrd Group B: Hen - Fir NI t Btr 1 Dou has Fir -Larch Southern Pine Nl Nl 2 l2 Ix4 Braces shall be SRB ( Stress -Rated Board). sFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values nay be used with these rndes. 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 10d ( 0.128'x3.0' min) nails. X For (1) 'L' brace, space nails at 2' o.c. In IS' end zones and 4' o.c. between zones. K)Wor (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 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No Splice Less than 4' 0' 2x3 Greater than 4' 0', but I 4x4 less than 10' 0' Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB18015 DATE 10/01/14 DRW G A18015ENC101014 AX. TOT. LD, 60 PSF AX. SPACING 24.0' CLR Reinforcing Member Substitution T-Reinforcement This detall is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. Is specified on n truss design but an alternative web L-Reinforcement. or reinforcement method is desired. L-Reinf. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-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 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(W T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 00 Center scab on wide face of web. Apply (1) scab to each face of web. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',m1n) nails at 6' o.c. Reinforcing member Is a minimum 80Z of web member length. Scab Reinforcementl 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. e'aP c 'NSFOP r''',: cA Scab T-Reinf. L-Reinf. VARI@(io REALD NO FQ.LDV ALL IRT6S a THIS DRAVMG — PQtTAhTTss FUd®t THIS MVIIG TO COITTRACTM TC LL PSF REF CLR Subst. ALL DR1u0IM TIE DISTALlE77S. Truss.. requtre .stria. care In fabricating, Mnding, shipping, instamng and Yradrp. Refer to+. S1'A'I'E 11 F e faro, the latest edition of SCSI csFtding Ca+ponent Safety Infornotlon, by TPI and SSCAI for sa y TC DL PSF DATE 10/O1/14 Practices prior to perfarnhg these functions. Installers shall provide tenpornry bradnp per KSY less noted other Ise. top chord shell have Dalianpr°pe y attached structur.l sneotHng ord sMu have n properly attached ryd ceu p. Lomaons shorn for per/nnent lntrral rntrn tt o1 have a 0 p BC L PSF DRWG BRCLBSUB1014 n FAOQIIIUrJ 1 0", b_.bV bwUU.d per ttSt sectivu 33, 37 or 310, as appllcnhle. Apply plates to each face) of truss and VU as sno.n aeo a .nd on the Joint netw. wish noted other.w. Refer to tasYips I6oA-Z For staMard plate positions. 5 s. V S •••es e q q, BC LL PSF AtpYsr, a rMstm of ITv hiding Conponents Group Inc shall not be responsible for any deviation iron lJ NAANrrWCIMPANYthisM'*%, any friar' to blrld the truss In confrnarce elth ARSI/TPI 1, or for handYp, shipping, if isle 1 TOT. LD. PSF laden s bradng of trusses. A seal on this dm deg or m page listing this Md—big. cates acceptance of professlarl DUR. FAC. 137231PW&pod\Ome enpY eeriig rvsporndruty solely for the daslgn sfwen The surmWty oral use of this dm"V SuIlM 200 for arty struchre I. tar respore llA ty of the wiring Deslg— per MCl/1 Sec2. SPACING I% Marytandd Heights.%MO%63043 For none noe Infrgeneral natlnn seethisJob's notes page and these eet stteo ALPM e. s,.tpinaltv-1 TPIG eee.tptnstorg, SRCA,—ilcindustr —0) Ica—.1—af.ary T Relnfoi Memk Go Tr Gable Detail For Let -in Verticals Gable Truss Plate Sizes Dproprlate Alpine gable detail For e sizes for vertical studs. Engineered truss design For peak, b, and heel plates. vertical plates overtop, use a to that covers the total area of apped plates to span the web. 2X4 2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nails, 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus 4) naps In the top and bottom chords. Toenalled Nnllsh 10d Common (0.148'x3',min) Toenalls at 4' o.c. plus 4) toenalls In the top and bottom chords. This detail to be used with the appropriate Alpine gable detall for ASCE wind load. ASCE 7-05 Gable Detall Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A2001 41014, A11530ENC101014, A12030ENC101014, A14030ENC101014,,Qld l5tir A18030ENC101014, A20030ENCIOT014, A20030END10 0 D1ft14 r S11515ENC100815, S12015ENC100815, S14Ol5ENCL • &6V1CtO045P S18015ENC100815, S20015ENC100815, S20015E ?' aQgy5lzE S11530ENC100815, S12030ENCIOOSI , 514030 C1fdD 5, 603OENCIOO S18030ENC100815, S20030ENC100815, S20039'ND10T,815, W3VW5 :. Z See appropriate Alpine gable detail for moxIrJ.!h*rjTelnforced gable verticaldepg¢i. WARNDlisw READ AMD FO10W ALL NOTES ON TIOS DRAWDb STATE CrOF DVKWNToFUROSHT)OS WAVING TO ALL CONTRACTORS DJCLIJIIDJG THE DaTALLEkL t(/ Trusses regndre extreme care In fabricating, handWp, shippYp, installing and bracing. Refer to al, •s• ,( follow the latest edition of CCSI (hiding component Safety Infornatlon, by TPI and SBCA) for safety •,• L practices prior to periorninp these Functions. Irotallers shop provide temporary bradnp per BCSL * n Unless noted otherwise, top chord shall have properly attached structural sheaving and bottom (r • challhaveaproperlyattachedrlgmcalling. Locations shown for pernanent lateral restnvint of ..bc If S shallhavebracingInstalledperBCSIsections33, 97 or 310. as applicable. Apply plot ec to each face / O 0 of cress and posalon as shown above nrb on the Jolt Oetals, ides: noted otherwlx. I 11 41JI61% , Refertodrawings160A-Z for standard plate positions it AN Fi1NODMPAW Alpine, a dhnslon of ITV andhg Components Grow Inc shau not be responsible for any deviation fron drawling, any falu to bud the truss In cmforn ance with ANSI/TPI L or for handling, shipping, Instaaatbn L bracing of t-s. A seat on this drawing or cover page Ustig this draerg, indicates acceptance of professional Rverpon\ Ome din The i this drawing Su,W 200 fForanysi of bA De r IS.cz 0-27806/22/2018 Maryland\ Heights,\ MO\ 63043 For more Infornatlon see this Job's general notes page and these web sitesu ALPINE w.walpinaltw.comi TPG www.tpinst.orgb SECA, w.w.sbcindustr arg) ICG e.wJccsaft wg T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe- nall - Or - End-nall To convert from 'L' to 'T' reinforcing members, multiply ' T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Example/ ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Goble Vertical = 24'o.c. SP p3 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' T' Relnf. Mbr. Size T' Increase 2x4 30 MAX. TOT. LD. 60 PSF DUR. FAC. ANY MAX. SPACING 24,0' REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 NAIL REINF RCEMENT FOR PLATE DETAIL This detail May be used when the required number of Nails shall be driven through solid steel at a distance no connector teeth In a truss member exceeds the actual closer that 1 Inch to the joint line. Nails may also be driven number of teeth In the given member. Nails may be driven through the tooth slots, but shall be located at the end of through the connector plate(s) in truss members using the the slot farthest from the joint line, nail type specified below to Increase the lateral resistance of the connector plate(s) having a shortage of required Use a maximum of 2 nails per square inch of plate area. effective teeth. Nail Type Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coil Nail Material Connector Plates Substitution SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nail replaces 2 teeth SG >= 0.42) Alpine 20-gage H 1 Nail replaces 2 teeth Alpine 18-gage S I 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 Nail 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 3x2 and 4x2). Thle; ue dil lN4pplllesiz M A:&Int This Detail Is Applicable Only n Z(? nfs A9r2 %PCon4iecfur Offset No More Than 1/2' From 2hP;eDesign Position Shdv*1 t1n Configuration. Plate Has Been The Truss Design Drawing. e a d MI TN 0DMMNY DPMTWr—f M D4cro° L"'-L NEIMS M DNXWMMG ,1TK n4TALLZM ='-0 Trusses remre ..tree. core h, fabricathnp, hand&Q, .14php, instatttng and tracing. Refer to- Fouos the latest aditlon of ICSI (biding Corponent Safety Infort•atlon, by TPI and SRGU for sal practic.. prior to perforring the- functions. Installers shall provtd. tanporory brodng per ICSI w.- noted athersl-, top chord shall have property attached se,vcthrat sheath hnp .rd bottom shall have a properly attached rig, celkq. Locations shown far pmanent lateral restraht of37orDetasunlessappLIcaMe.no Apply plans to tarn facdbrochhgInstalledwperIIsectionstheballtrussofWtoandposftiannsshownaboveandonth..lohht Detals, views noted othereW. R.far to iashhgs lEOA-2 for standard plate posltior- t shhg falhre to bJE the 4v-th rbnfornorceaslth ANSI/TPllnotbeMrfearhordlfarykig, vsh¢phplatlon hat Elation t bracing of trusses. STATE 0 F e l_ i 0 1 ILS •. s s • l V A s s N / y rva'$,I, + ,, REF NAIL REINFORCEMENT DATE 10/Ol/14 DRWG REPPLTNLI014 13723% Rrverporll Drive I I Suite\ 200 Marylandt Heights,% MM 63043 A seal on this daft or aver page tlstbp this d—.hhg, hndcatas acceptance of prof..siarel a' e•rh rout' solely for the design sham The suttahOty wail hp ussofthisdrashtrctv e foranyuIsthe responsbllty of the bidhhg Design per ANSIfTPI 1 SeCZ for ^ore hnfornotlon see this Job's general notes page and the- set sK.S, ALw aatphelte. conh TPG ....tphnst.orgi SICA, s *cItdustry.orgr IM —1—fe.org Q_17A nrniLnn_L!? Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or- 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or- 120 moh Wind Speed. 15' Mean Heloht. Partially Enclosed. Excosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) 1x4 'L' Brace of 1) 2x4 'L' Brace 2) 2x4 'L' Brace as 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 O S P F u rIllr 1 / #2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 3 3' 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' 1 3' 6' 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3' J U S P D F L 2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' ll' 0' 12' 7' 13' 1' Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0' U Q1 U S P F H F 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 8' 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' S P 1 2 Di 3 01 F L Stud Standard 0 d U S P F H F 1 / #2 r 7' 6' 8' 0' 7• 4 3 0' 7' 5' 8' 5' 4' 0' Stud 4' 0' 7' 1' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' X r I Standard 4' 0' 7' 0' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' DFL 4' 5' 7' 4' 7' 7' B' B' 0' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' SPM# l4' 3' 7' 3' 7' 6' 8' 6' 8' 10' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' 4' 2' 7' 2' 7' S'8'10'10'1'10' 6' 13' 4' 13' 10' 14' 0' 14' 0' 4' 2' 7' 2' 7' 5' B' 6' 8' 10' 10' 1' 10, 6 13' 4' 13' 10' 14' 0' 14' 0' 4' 0' 6' 6' 6' 11' 1 8' 5' 1 8' 9' 1 10' 0' 1 10' 5'1 13' 2' 1 13' 9'1 14' 0' 1 14' 0' Bracing Group Species and Grades - Group A, S ruce-Pine-Fir Hen -Fir 01 / 02 Standard 02 1 Stud 03 1 Stud 1 1 N3 Standard Dou las Fir -Larch Southern Pine N3 N3 Stud IStud Standard Standard Group Bl Hen -Fir NI L Btr N1 Dou Ins Fir -Larch Southern Pine NI N3 N2 M2 Ix4 Braces shall be SRB (Stress -Rated Board). For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/360. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' outtookers wleh 2' 0' overhang, or 12' plywood overhang. About Attach 'L' braces with IOd (0.I28'x3.0' min) nails. ItE K for (1) 'L' brace- space nails at 2' o.c. Gable Truss In I ' end zones and 4' o.c. between zones. B( B or (2) 'L' braces- space nails at 3' o.c. Diagonal brace option- In 18' end zones and 6' o.c. between zones. vertical length may be T doubled when diagonal 18, K L' bracing must be a minimum of BOX of web brace Is used. Connect I nenber length diagonal brace for 6001 L. I} Gable Vertical Plate Sizes ateachendMaxwebBrcetotal length Is 14'. K )K Vertical Length No Splice 2x6 DF-L 02 or I f litf1 !! Less than 4' 0' 2%3 better diagonal T t I V !! Greater than 4' 0', but 3% 4 Vertical length shown brace) Single cI 8' A ••a ' r less then 11' 6' In table above. or double cut K N *.a Greater than 11' 6' 4%4 45' as shown) at L 1+ Refer to common truss design for upper end. peak, splice, and heel plates. jj ai Benrinp : # Refer to the Building Designer for conditions Connect diagona at midi olnt of vertical web. Refer to chart above or'max ab* vertical l tz not addressed by this detail. mARlm1G1w. READ AND Fa1DV ALL Nuns a THIS RRAvum oww Q REF ASCE7-10-GAB16015 DFTMfr- FILIMSH THIS IRAVDIC To ALL CONTRACTORS DICUL IM THE INSTALLERS A - r STATECOF 'KI DATE 8/3/15 Trussrs -qubv enrbr care In fabricating handling. shipping, Installing anal bradno Refer to fallow the latest edition of IICS[ (Beading Component Safety Information, by TPI d SkA) for dnf practkes prior to perforKq these functions. Installers shall provide tenporary hradrq per lCSL is DRWG S16015ENC100815 Wiessnotedotherwise, top clod shall harr properly attached structural sh-& and bottom shall have a properly at rlpW celhp. Locations shown Fr IaterN rrstrsY t of wh pennanerntshall have brnUtp Inn 310, rNIO, 1.s applicable. Apply plates to eodi lace platljdper [sand th s • d O of truss and ling} on s, viva noted oly ashamaboveandontheJoint . Jw d S cn, Refrr to drn.Ypa I611A-2 for standard plate posWona F' N I N n ANrrwmMPANY t e,g'fun.'ta ar'"no`na`:a:Mh usl.lsP°n ar :dl; nb g. MAX. TOT. LD, 60 PSF InstallationLbracingoftrussys. A soot an net damp r corer pall tisth this M.bng, Indicates acceptance of professional 1 \ 137231 PW e)pod\ Drive GIn er 0 sdely Fr tha shown T)r svtabn y I use of . drawing Fr ary strucMe tr responsbllty luldbq Ikdprr ANSVTPI 1 Sarc2 Sure\ 200 Maryland) Heighb,\MO\63043 of per a Formorehit,w 1 T ser thisJob'. •rrr°l notss pope and Im••b ;Ff,e.g ALPDF wawalpbMtwcoml TPL w•w st.o SNGv wwa.e. page 06/22/2018 MAX. SPACING 24.0' NOTE: Details 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. STRONGBACK BRIDGING REC MMENDATI NS BUTT STRONGBACK BRIDGING TOGETHER 9' 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 and 2 are the preferred attachment methods O O ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON—_ 0.148'x3') NAILS OR 4) 10d BOX/GUN 0A28'x3.0') NAILS RESTRAINED AT EACH a __1 GBACK BRIDGING G REQUIREMENTS None re ulredI1raw (at center R spW 2 roes 0 d each V3 s) 3 rm 0 at each 1/4 s) rr ran at 10' oc pdntJ oo ` 1 ATTACHTO BOTCS WI1 2) RIO —3 WS STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES % WAIdOTG- READ Alm rCLWV ALL NDTES M T= MAVM •r . 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,' No - 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.) pop - 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). It IIJtotJJJ SD Q M, "4,,• Eli o 70773 ' • r 1 • — DVMANTO FUMSH TKM DRAVDIG TD ALL CONTRACTORS V4CLMM THE DWALLERS Trusses requbv tstram rt In,R fabrlcatbV, handl.shkgmg, Installing and bracWp Rafar to 1. $ TAT E OF ica ollo. the latest at"on of SCSI AuedbV Corporrrht Safety Infornatlon, by TPI and SICA) for ufefy practictf prior to perf—Ing these functlo Instalters shall provide trnporarrr bractr p par ICS • A(1 Uriess noted othar.W, top chord sMU Inv. property attached strut I slr.thbp and bottom d d shall haul a properly att..hed rlpld ceeWp Lomtlons shown for penarrnt lateral restraint of aeb! _aa: O t af7 shall have bracing bwULIad per I sectlo" 13, I7 or IIO, as appucolAe. Apply plot.. to -c h F... Vil t oftrussandixsHtanaswhomaboveeMonthe .laWt OetnDs, odes. noted other.Ise. I S '"•sa Raier to drasbrgt 16W-Z for stondard plate posttlons. // O N Alpehe, advhdonofITVIhA&V Cogp ants Cray Irc shop not be responds. for vl. rr J J 111IJ11 AN rtWC)3MPANY this draWq, any fdur• to bald the truss W confornence with ANSI/TPI 1. or for haridUng,<J 1 k,.UU. t1on 16 bracing of trusses. A seal on tlts dr.sbg or cover page Ustft this dra%: Y+dotez accept. —of proft.slona I 37231 PWerport\ Dm. sottty for wn. the the designshoaltabAtyand us. of tees dramkv 1 solo\ zoo far arty Is ths msportsUlty of th. 1r/&hg D.slvr.r per ANUfM I S.c2. 1 Marylardl Heights.\ M0163043 for nova W —lion sa. this Job'. general notes page and these .rb attac ALPDE, .ssw elt. conr TPI- —ApInstorgi SKAM ssssbCkx ustrI MD .s.J=safe /, / 1: IY C LL PSF REF STRONGBACK C DL PSF DATE 10/01/14 PSF DRWG STRBRIBR1014 BC LL PSF TOT. LD. PSF UR. FAC, 1.00 PACING Is 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, 3EN 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 12 12 Max. I 1X3 1X3 IX3 5X4/SPL kl Max Spacing) ' 1X3 20-0-0 (++) Supporting trusses at 24' o,c. maximum spacing. Unless specifled otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same specles and grade or better, attached with 10d box 0.128' x 3.0') nalls 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 Purlins 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. 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 bullt as long as the vertical height does not exceed 14'-0'. Valle Spacing Pitched Cut Bottom Chord Valley I oe-naited 2X4 Square Cut Bottom Chord Valle VARKmbss READ AND FOLLOW ALL NDTLSS IN THIS DRAVDG DVMTAKRv MINIM nn ORAVDC TO ALL CONTRACTORS VICIMMi THE INSTALLERS Trusses require estrero care in fabrlcntbp, handOng, sWpphg, bhstalling and bracing. Refer to aril lotto' the latest T A. OedltlonofSCSIthddyhgCorponentSafetyInfornatloMbyTPIandSOWforsafety practices prior to perf— nbp these functlaM Installers shalt provWe terporary bracing per 1CSI. 1 Y O eUnlessnotedotherslse, top chord shall have properly attached struct-1 sheathbhg and bottom c I') shall Mee a property attached rigld cetbng. Locatlons shown for permanent leteral restrabnt of sets shall have brachhp Installed per SCSI sections 13, 37 or 310, as applicable. Apply plates to each face O rf of truss and posWon as shown above and on the Joint Detass, uriess noted otherwise. r (s a a• +' Refer to drawb160A-Z for standard plate positis. on psfiAN WMPANY Alpine, a dlvlCon of ITV lusdlng Corporrnts fratp bnc. sholl not be respo ble for any devlatlon f this drasbhg, any falue bh to idthe truss InconF—nce wlth ANSI/TPI 1, or for handling, shipping, V butaUatlon L bracing of trussK A seal o, this dwwbhg or -- page ll tft this draft, bwlmtes •cceptarce of professbal 137231 Rnverport\ Dme gyp solely for the shown Th• y ana lice of thb drawkhg for any structure Is the 3p Drs'r A16I/TPI t t—P Swte\200 responsbUty o' per Maryland\ Heights,\ MO\63043 For more Infornatlen see tits Job's general rotes page and these web sites, ALPDE- ww— lpinattw{onl TPb sss.tpbtst.orgN SECA. werabdrdustry.orgl ICO w—kcsafe—t; 2X4 4X4 Tf Stubbed Valley Optional Hip End Detail Joint Detail C LL 30 13014OPSFIREF VALLEY DETAI r DL 20 15 7 PSF DATE 10/01/2014 DIL 10 I10 I10 PSF DRWG VAL160101014 TOT. LD. 60 155157PSF DUR.FAC. 1.25/1.33 11.1511.1 SPACING 24. 0' 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 Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 moh Wind Sneed. 30' Mean Heloht. Partially Enclosed. Exnosure D. K7t = l.nn Gable Vertical Cpacin- Species ®®®®®®®®®®®® Bracing Group Species and Grades, Group AI S ce-Pine-Fir Hen -Fir N1 / N2 IStandard 1 1 02 Stud 03 Stud N3 Standard Doll ins Fir -Larch Southern Plne N3 N3 Stud Stud Standard I I Standard Group B, Hen -Fir NI L Btr NI Do u lore Fir Larch Southern Pines — NI NI N2 02 Ix4 Braces shall be SRB (Stress -Rated Hoard). For Ix4 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: Vlnd 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. Abeam lL Attach 'L' braces with 10d (0.128'x3.0' min) n311s. BE For (1) 'L' brace, space nails of 2' o.c. able Truss In le' end zones and 4' o.c. between zones. Diagonal brace optlory 3KWar (2) 'L' bro ces space nails at 3' o.c. vertical length may be T In Is' end zones and 6' o.c. between zones. doubled when diagonal 18, K L' bracing must be a minlnun of 80z of web CbraceIsused. onnect I f member length. diagonal brace for 6900 L, L Iateachend. Max web Brace Gable Vertical Plate Sizes total length Is l4'. ill jll Vertical Length No Splice 2x6 DF{ 02 or I 0 1, I Less than 4' 0' 2X4 better diagonal r tl t1 Greater than 4' 0', but 4X4 Vertical length shown bracer single B, a rJ • less than 12' 0' In table above, 45• or double cut ITL 1asShan) at Refer to common truss design for upper end. peak, splice, and heel plotes. Connect diagono. at o r Hearing * Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart ablve or max gabjV vertical l n tL not addressed by tins detail. oVAi)Im43- READ AND rMlm' ALL MITES a THIS DRAVDG w 'o a' REF ASCE7-10-GAB16030sTANToFtlelTHISDRAvneToALLtartTORS ,••,,m„r TE DISTALLERS Trvsws r.y,r...tr a cart in f.brk.ting, handting, .hipping. InstatRng and bradn, Refer to fallow S TAT E O F Q1 DATE 8/3/15thelatestadmknofleS1I.,.a.,g eonpone t Safety Infa nation, by TPI and SIICA) for V., practices prior to pwfart*V thew functl n Installers shall provide t.nporary bracing par .es lH.ss noted otherwise, top chord shalt have properly attached struct, l sheathing and =ton WId DRWG S16030ENC100815shalthave , prop.nty .tadea ,tiyd calling. Locations shown for per,ar,ent ,ate,., r.str.int of .ebs s ,[ 0 ashall0 haw. bracing b,st.a.d per s1 section 13. 07 or 310, .s .pplhcable. Appty pl.tes to sac, fats of truss and position as shown above and an the Joint D.t.ls, Wess noted otherwise. S • • e e Refer to d—wfts 160A-z For standard plate position. N AN TTWCX*APAW this.Ypmyfalure to bJof ITW the t—sst In co nfarrorc tl not be withMCUTPI1, or Foorh—King, shppinydeviation ronIli 1 MAX. TOT. LD. 60 PSF llatlan L b,'wdng of erucove A sealanthb4rwwpoaverpagethis a Yd&bL't aCoeptence professional 13723\ Riverpon\ Drive I dListWedpho Tin*, en,pYeerY,p ^sPm llty salty for the Oa.n si/t.bl)q uw of tN. b asYp t Surte\ 200 far eery stne4re d dw responsblety of the Radbq DesfVrr per N61/fPi 1 Sec2. f theDNS1\Marylard\ Haghb,\M0\63043 Fo now inforn.tfo sew this Job's general rotes page and thew .b sites, MAX, SPACING 24.0' ALP110 ..w4Ana1t.xa , TPL www.tpmat.arg, SICA, www.sb hal—tryog, Ica ...A:cwf..arg I VALLEY FRAMING 81 BRACING DETAIL I Lumber Size and Grade Minumum Requirements Ridge board_ 2x6 (min) e2 Southern Pine or better, Rafter spans 2D'-0" or less-. (A) 2x6 SP 112, SPF al/e2, OF e2 or better B) 2x6 SP 112, SPF 011e2, OF e2 or better Purllns/Lateral bradng-. 2x6 SPFs2, NF 02, DF e2 or better Sleepers-. 2x(width of rafter seat cut) SPF x3 or better 2 parallel 2x6 SPF e3 Cripples and blocking- 2x6 SPF e3 or better Truss Below_. See design - Southern Pine Material RIDGE BOARD 2)(6) h Height of Valley COLLAR BEAM, EVERY THIRD PAIR OF RAFTERS TYPICAL COMMONS- 2x4 BL CKING 2x4 PuAlnhingragSPACED24- O.C. (Whero no shoal GENERAL NOTES Purlins required 2'-0" O.C. In absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum In cases that this Is Impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing Into purlin with a minimum of 0-8d (0.131"x2.5") common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys with the following conditions: Spans (distance between heels) 40'-0" or less Maximum valley height: 14'-0" Maximum mean roof height: 30 feet ASCE 7-05, 140 mph, Enclosed, Cat 11, Exp 8,1=1.0, Kst=1.0 Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp D, Kit--1-0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE Cripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. Space the crlppes for each row starting from the valleys or sleepers and working Inward to the ridge board so that cripple locations are staggered between rows. 2' 0" O.C. (Typ) Connection Requirement Notes i i 1. 2x6 rafters to ridge 4 16d toe -nails Attachment can be made directly 2. Cripple to ridge 4 16d toe -nails or through plywood sheathing 3. Cripple to rafter 4 16d toe -nails by cutting a 2"x6" notch In sheathing ('") 816d face -nails 4'-0" TYPICAL 4. Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 416d toe -nails S. Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss 6. Ridge board to roof block 416d toe -nails 7. Ridge board to truss 4 16d toe -nails 8. Purlin to (Typ) 3 16d toe -nails 9. Truss to blocking 4 16d toe -nails 10. Truss to cripple 4 16d toe -nails 11. Truss to cripple 416d toe -nails 12. Cripple to purlin 3 16d toe -nails NOT REQUIRED IF SLEEPERS ARE USED) CRIPPLE, BRACING, & BLOCKING NOTES N Cold(0.16larmto5")C 416dtoe•nails NOTE: 16d (0.162"x3.5") COMMON NAILS 20 continuous lateral restraint (CLR) min. Is required for cripples S'.0" to 10'-0" long nailed w/ 2 .10d (0.148"x3") nails. Or 2x4'T' or scab reinforcement nailed to Rat edge of cripple with 10d10.128"x1t)") nails at 6" o.c. "T" or scab must be 90% of cripple length. Cripp as over W-0 long requre two CLR's or both faces w/ "T' or scab. Use stress graded lumber & box or common nails. Narrow edge of cripple can face ridge or rafter, as long as the proper number of nails are Installed Into ridge boar Install blocking under rafter If sleepers are not used. Install blocking under cripples If cripples fall between lower truss top chords and lateral bracing Is not used. Apply all nailing In accordance to current NDS requirem Nails are common wire nails unless noted otherwise N, ffa4 A) B)") VARrtMilee RC" MG rMI W ALL IQIFS ON Ties WAVOO $ e KDfMTWT rtatiaSN TM ITIAVDG To ALL @nRACIUtr DCLMWr. nC Derr-.---_ e f UOU • TC LL 20 30 40 54 REF VALLEY FRAMING Trusty rvgw .web care ti fabricatYg, h•.W.G. Pphg. Y w1ig -W b•is+e Was ,,,,, 1H,, fallow the latest motion of IICSI raa Conpnrent safety IMorwatlon by TPI anal saw foCcait e TC DL 10 20 7 7 DATE 10/01/14 praetices prior to perfW"&V these funttlorm Installers shall Provide temporary bracine peas 2CSL lidos. noted other-iso top chord shall have properly attached tat,ct—I sheathing aN aot3a. chWW STATE OF BC DL 0 0 0 0 n O II^I\\V11I shall have a properly ottached it ceeNp Loc"Vons shom for pertarent lateral restraint 9F'AshallhavebracegkwWWdperaCMsections23, a7 or a10, as applicable. ales ton gi•. of errs. end posttlon as shown above annd on the Joht Decals, noted QQA f : ( lJ DRWG VACNV1801015 OU V less ootlrrwke. Refer to b- bVs 160A-2 for stared -r pate poswoa •^` 0 10``•• r l BC LL o 0 0 0 AN ITWOOMPANY Alpae, a avisbn of [TV hldrg Conporents fry p Inc shall not be r. tier: this drawing, any alur e to brad the tr, ss In eonfornac..Leh AMI/ Pl'P_1. or for°ian'a,,a'_` _ I stallatxvl a bracing of tress... - A r»••••' '\ 4` TOT LD.30 50 47 61 A seal on tlb drawYg or cover gag. llwtYlp this dawYg. .vfo...e .m.pteKe of prof.saloal g`en.`:..,r:w,''setthe'w`y f°r the dws'sa^' TM s„e.r'q a^' °f Nall. " "g real ZTPI NaL aa' DUR. FAC 1.25/1.15 137a6 LaMeaani lx.e Eae Coy. MO 630e5 r ^•p°^•b °f u+g D•:Il; r pp•orp A I gee2. For nor» worm.tron see tw Job's Qa1 . abdr,A,str' `hose .ebeee,teoALDEn—A4.eltaCamJ TP ....tpirtarm sonar reel tCo' iccesf.oro R /() ill/ SPACING SEE ABOVE 15'-8 14'-4' D 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 M Mlflm RECORD COPY HANGER CHAR dti= HUS 26 (SIMPSON 1L = THA 422 (SIMPSON) 0 OR D ON A.F.F. REFER TO EP PACK FOR CONNECTION. TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING 1rrl.. FM Y.Y ATTENTION! y REFER TO BCSI -Blw Tnm . d Ir set this -y W acne used Ir Is M a.pr tar tram r.y not etch host aae Me tw set: tnm this my. General Notes 1) M P.w tfa4 bo.a m tr..d m re. hw a.'q d-d P.6* P.*W (— b b. brad 0_ i4 q, 2) 11'o- r w SNLM d .tlr.ti ram 3) Al bs V.a9 is 24- = - 4) ti 1 r. Ydib ECS-41 pmn, X-b dq r. 0 b. pmd a. m.. t pail 15' oL o the op.% b w nw. W • . e i— .1 70' bt.0 ..d- Boot b-o" 5. dulm Pb- n/ b Wg--M 1. &w oldtmd br" MAL ROOF LOADING SCHEDULE TCLL = 20 PSF TCOL 17 PSF BCLL • PSF BCDL = 10 PSF TOTAL = 47 PSF DURATION = 1.25 x NAND SPD/TYPE- 150 MPH ENCLOSED BLDG EXPOSURE - C USAGE - RESIDENTIAL CAT O NAND IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA PBC 2017 TPI 2014 Td a.v-d ba f.=c — pt Gom bo 1- 1n0 A — Th- true= b-b- -head ban m dG6o 4 ICI. pf mo-moanmt boo® chord b- I.. d FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL 10 PSF BCDL 5 PSF TOTAL 55 PSF ALL REACTIONS OVER 50000 AND UPLIFTS OVER 1000pp ARE SHORN ON ENGWEERING. WALL 1 Y 9-- 4 20'- 3/40 DESC ROnVN WT. DATE u ra. aav ytr. ro r erw u rn -t-r Low DESfmP00e/ tNR. DATE RCARPENTER CONTRACTORSOF AMERICA 3900 AVENUE G N. W. WINTER HAVEN FL13RIDA 33880 PHMM800) 959-8806 FAX- ( 863) 294-2498 BUILDER TAYLOR MORRL40N PROJECT THORNBROOK MODEL 2582/C CCA PROJ/MODEL/ALT 9AE/ 9A7/258MC/258LC ALT DESC OTC : LOT : 82 BLOCK: DESIGNER Up PAGE 1 DATE12 16 10 uN/ 33OO89R SCALE 4 "= I THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS GRANANGS AND Total Truss Ouantlty = 175. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application INO: DOCUlllellt0d C011St1•llCiloll Value: S Is, 2011) - LI Job Address: '1 Historic District: 'es No Parcel I'D: Res id ential CoIII Inel'cial n I "pe of \\ orl:: '\e 0 :J\ d( iiriCon :\lrJeration[_'Rep it l Denlo I ChanI. ,e of t'e Move Description of Work: I f.`s. Jl} I`f•' l f i' 1` I Ir' ( fC Iej— L ` lt ri ',l, l I ^{'l \1 1• { ! /, I, `lr Cal JC //—{' Ilan Review Coiltacr Person: PIione: F'ax: Email: Propal ; y Ov, ner In orimation N:? Gle, 1 I i Phone: Sn- cei • City, Cr:1rC zii): Title: 1\•.] idOnI Uf proper, v, : ContrEctor Initorm.=-lion i cl SCrr; 2i: --li ' t l, ] li• 1 / Y/L 1` t J/' i 1C-' _.i 1 I - •..' rchitactf- irigin e ekvk s A NC)TiCE t:,l-' LT I\ 1'OL-i: 10' I:1 Ci "TWICE FOR -If0 YOU;", i'i',Oi'!_E:I1'. :. NOTICE OF CON01KNC'{::E'I MUST G: CO6:Ili:U :1 11 POSTED ON 'i i!1 .!O:: I'IE THE FIRST IN-SPEC'TICIX. lip VOL' INT[NI1 TO (i:;T.-,I.\' CO,; LA_T VOT!I 10L•i,, I_ENDEi", 0,11, PECIDI' ZINC 1OL'it \U'IXI., O I an ii:. l: l l'C, Ilr!1::'j. !: •: ..: Y.. Llii. ..: is (! ::I.' C'V:!L•:,1+lii i'('j. :: C'. _ .. . 1 I t 1. 1: .i.11. L:• Ii:iC:'br; utia t :: L: "1':I,i;•:t:.l'1.•:: a:::! t[r. inl!c it 1.._i _ :....' 1!.:,.. I Ci't.,l; 1::11=t i i•,: i i.t .:il:!:•..1 I. rrlr M% NOTICE: hi addizion to iho requkemeim of 44 pnjq Aw,. M-Y be ad-2idonal rwrictions applizable M Ohs PTURT §21 nu) beCo-und in (be publiz records of this cou-vl . and too nny be adjAW0A ,mk5 reqtknd Sm NA r Fovenua2nmj as1514134MmeagencurorfederalagenAs. is vesneman th, i %%-m ,oziIY props of the rLivca%,;s Of Flri-xq:r. . Tlhe Ci:y olS2:ilford requKes paymTnE On pun u, w" fee a: die unie orromh snew A COPY OF the CXVCL led COr,*..,2:z isNWartoMcdatealAwreviewcitz7geand %% A be corrsAwd the ewm2ie ci in, ji: 1 - b a! Or We of namin. Th 2--l-J1.0 CORS-M-12EW %ahe "W be flyured Wed o3 the cowen, ICC vy,,i,, ljbi, i, Fp,, a tht., isWOMMW1001WalMUM& S-Oul-j cz!c--Lfl---i-2 1 AWS nPad offtlit emnud cmva -. i Ei a.cl:al valuc. VAN %vill be apphM, to yo= per -.-ilk fees vv'ne.-, lllh., MW A F]-I D AV IT: I certih, that an or cc! foregoing Worm ad an is a cc urn cc and thn:II work will be done in cumPlivmc with ON WiCOVIC Inlys regUbting construcriognmMunipg. A q3Wr KCW= Ay:-.: V ow qnA Mf S ju-0,11 N Prodowd oF I ED BELOW- IS FOR OFFICE USE ONLY Armfu L.j wehnnal ED "n"WEI Gall Roo', 1 Wcullincy use: - - - - - - Fhod Zone: Too! Sq Fi of My Mil. ()CCU,02;!C\ l r lor SwAs:- Nel% C'--i'.StrUCti0;l: EIC-M-iC - = HumbW2 or Mums Foe SpHrkkr Parroh: WWI you F 1 on is I-k-L- F 1 0 JYROVALS- EN CONE E R PIG: UTHMIES: WASTE WATM: MUNK,. r CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 3 Documented Construction Value: $ Job Address: ` % /o. `' -P ZC 1u-Z OSHA Historic District: Yes No Parcel ID: /ter o.3 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title ( - Phone: Fax: Email: Property Owner Information N a me Tom.. /,Q i'%z[. i '-- - r e-i- C-t o vAAe: Street: City, State Zip: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2058 Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: Bonding Company: Address: Fax: (770) 941-9522 State License No.: CFC1426562 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOi1R 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 Shell be inscribed with the date of application and the code in effect as of that date: Ste Edition (2014) Florlda Building Code Revi+ed' 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 tee 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 orOwner/Agent Date Print Owner/Agent's Ne ne Signature of Note ry-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID 'Type of ID SignalureofContrp for/Agent ate TONY MAHAFFEY Print Contractor/Agent's Name k AIA—u a P (-)/?v t( Signature ofNo-StatcofFlorida Date Contractor/Agent is l Personally Know o Q' ZARy Produced ID Type of ID 3P1RE8 G?GRG h p UG 21.2020 BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: Revised: June 30, 2015 FIRE: BUILDING: Permit Applicntion SITE COPY 111 l oil 11l III 11I November 6, 2018 Inspector c/o Taylor Morrison 551 N. Cattlemen Road Sarasota, FL 34232 Re: Lot 82—Thornbrooke 467 Rocky Grove Model: Anastasia —Traditional C Elevation Permit #18-3184 Alternate Connector at Exterior Load Bearing Wall To Whom It May Concern: It is our understanding that at the above referenced project, the contractor did not install the Simpson SPH8 connector for the vertical stud to single bottom plate connection at the 2nd story exterior 2x8 #2 SYP load bearing wall located at the gathering room. We have reviewed the condition and the loads involved in addition to the information provided by the contractor. The following applies: In lieu of the SPH8 connectors mentioned above, from the vertical stud to single bottom plate connection located at the 2"d story exterior 2x8 #2 SYP exterior load bearing wall located at the gathering room: o Install (1) Simpson SP1 connector to the inside face of the vertical stud to bottom plate connection. o All other components and construction of this wall segment must be in accordance with detail C/S-4 "Typical Two Story Wall Section W/O Floor System" per plan. Install all connectors per manufacturer's specifications. All original plan criteria shall apply. All other plan criteria shall continue to apply. No other changes are authorized or implied. The change indicated above shall not be construed as applying to any other part or portion of this plan or any other except as specifically defined herein and used in context. If you have any questions or require additional information, please feel free to contact me. Res d, P _ da l D. Kidw P.E. ? ttl@voAexeD4inee ni .11; 7'• •.OR I O•Po R /i giNk \ 0 11111111% REVISION PAUL D. KIDWELL, P.E., FL# 52683 VORTEX ENGINEERING, LLC. ANDREW J. MEISHEID, P.E., FL# 83217 All 607 S. ALEXANDER STREET, SUITE 103 III COA #28035 111 111 PLANT CITY, FLORIDA 33563 WWW.VORTEXENGINEERING.NET COMMERCIAL— RESIDENTIAL- INDUSTRIAL PHONE: 813-704-4842 UNIVERSAL EN-GINiEERING SCIENCES Consultants In: Gebtechnical Engineering • Environmental Sciences V Geophysical Services - Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 UES Project No: 0110.1401008.0000 Workorder No: 9403897-3 Report Date: 9/12/2018 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: Lot 82 (467 Rocky Grove Lane) - Material: Fill Reference Datum: 0 = Top of Fill 6 — e (f3q UES Technician: Jorge L2 Rodriguez Date Tested: 09/12/2018 Type 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 gt t6w.`"' x Range- Density . pcf) . timtiin Moisture. Field.D . rY Density- t i' Field Moisture 1 - Soil Compaction I%tt Fill Depth inch) Pass or Fail- 11 North Footing ( Proposed ). 1-2..ft 108:3 A0.7 . 106.9 12.2 99 N/A Pas: 12 East Footing ( Proposed) 2-3 ft 108.3 10.7 103.9 13.4 96 N/A Pas: 13 South Footing ( Proposed) 2-3 ft 108.3 10.7 106.5 12.9 98 N/A Pas: 14 Southwest Corner of Pad 1-2 ft 108.3 10.7 108.8 12.4 100 N/A Pas: 15 Northeast Corner of Pad 2-3 ft 108.3 10.7 105.3 13.1 97 N/A Pas: Remarks: At the time of testing footings had not been excavated. All densities done on pad area and proposed footing area. Tn nn{n l.linh o ....I..nl n..{nn/:nn /n I In i..n.nnl n n/innln {/.n D..I./:n nn.d n...V.nh•nn nll .r.nn An .gym n..l.m:Hnrl nr nnnFdnn{:n/ n nn.h. ni n..r n/inn{r nrl ....{I.nn n/inn DESCRIPTION AS FURNISHED: Lot 82, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thI?i 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED T0: Taylor Morrison of Florida, Inc. TRACT J OPEN SPACE/RECREATION AT 00014'55" W 40.00' LOT 182 19.80' 19.80, 29.47' 5.00' 15.7' V 14.3' 5.00' N In Btk FORMBOARD FOUNDATION O O TOP OF FORMS = 23.50' In OO LOT 81 p U O O O LOT 83 4 5.00' S.0' ? CQ 21.3' 5.00 25.20' 25.20' 10' UTIL. £SMT. 60 GIPS-JV- 19S.2c---- ry,---- AT 00014'55" W (B.S.) 40.00' ROCKY CRO VE 1, 4. 50' UTILITY AND ACCESS R/W) 0 h ry'`h0y ti160 a GQ• G G 4f pyrv0 Q PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS- BUILDING SETBACKS: V- PROPOSED DRAINAGE FLOW FRONT = 25' LOT GRADING TYPE B REAR = 15' PROPOSED F.F. PER PLANS = 23.5' +} SIDE 5.0' . PROPOSED GRADE PER CONSTRUCTION PLAN ++ SIDE CORNER = IO' LVI 4,dUU U.I- 1. LIVING 1,467 SOFT. GARAGE 455 SO.FT. ENTRY 71 SO.FT. LANAI 139 SO.FT. BREEZEWAY= N/A SQ.FT. DRIVEWAY 403 SO.FT. A/C PAD 18 SO.FT. WALKWAY 70 SO.FT. IMPERVIOUS - 54.6 x 2,622 SOFT. SOD 178 LOT SOFT. AR RAW 440 SO.FT. APRON 114 SO. FT. SIDEWALK 200 SOFT. SOD 126 SOFT. PROPOSED INFORMATION SHOWN AREA = 5,240 SO.FT. BASED ON SUPPLIED PLAN DRIVEWAY - 517 SO.FT. AND OR INSTRUCTIONS PER SIDEWALK = 270 SO.FT. CL! NT(NOT FIELD VERIFIED) I SOD = 2,304 SO.FT. CRUSE2vwJm?-SC0TT & ASSOC., INC. - LAND SURvEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436r . PLAT r • ncLD PXLLTYP. POINT a LINE TYPICAL NOTES: I.P. IRON PIPE P.R.C. rMNT OrREVERSE CURVATURE I. THE UNDERSIGNED DOES HEREBY COMFY TINT THIS SURVEY LEEETS THE STANDARDS OF PRACTICE SET FORTH DY TH£ FLOPoA BARD OF LR IRON ROD C.M. • fA1ICRCTC ID]NWEM P.C.C.POINT RA0. Or COHPOWD CURVATURE RADIAL PROFMID•W. SURVEYORS AND MAPPERS W CHV+IER III-Ir FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIA STATUES SET MI. • 1/2• IR. •/PLR 4596 NR NON-RAD]AL 2. UNLESS EMBOSSED WITH SURVEYOR'S SCNATLIRE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VAUD. REC. RECOVERED VPRTY. J, THIS SURVEY WAS PREPARED FROM MLE 1NFORIVATDN FURNISHED TO THE SURVETUR. THERE MAY BE OTHER RESTRICTIONS I.OL • POINT CF BEGINNING CALL CALCULATED PAL. .OUR OF COHDENCCHENT IRK PERMANENT REFERENCE maKUNENr 4. NO UNDERGROUND WPROVIDdEMS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. t • CQRCRLIME rF. FINILED rLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE NNEFTT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTRY. NBD NAIL B DISK A.S.L. BUILDING SETBACK LONE BENCHMARK B. DWENSIONS SHOWN FOR THE LOCATION OF WPROVE'MENTS HEREON SHOULD NOT BE USED 70 RECONSTRUCT DOUNAR! LINE'S. R/V • RIGHT-Or-vAY C$MT.. EASCHENT LILLL BASE BEARING 7. REARWCS, ARE BASED ASSAYED ANY AND ON THE LINE SHOWN AS RASE BEARING B.B. L DRAIN DRAINAGE B. ELEVATIONS, IF SHOW, ARE BASED ON NATIONAL GEODETIC ATUM OF 1929, UNLESS OTHERWISE NOTED. , UTIL • UTILITY 9. CERTIFICATE OF AUTHORIZATION No. 459E CLFC. • CRAIN LINK FENCE VIFC • VOOD FENCE C/B CONCRETE BLOCK SCALE 1--- 1' - 20 ------- i DRAWN By.. I•C, • POINT OF CURVATURE P.T. • POINT (IFTANGOLCY DATE ORDER N0: BY.• DES • DESCRIPTIONCERTIFIED 0 LCNGTMRARC PLOT PUN 06-27-2018 4296-18 D • DELTA FORMBOARD FOUNDATION/ELELS. 09-21-2018 6445-I8 C . CNIRD C./. CHORD REARING NORTH THIS INC/PROPERTY DOES. NOT LIE WITHIN THE ES7ABUSHED 100 YEAR FLOOD PLANE AS PER 'FlRM' TOM RUSEN R, R.L.S. 1 4714 ZONE •X' MAP / 12117C 0055 F. JAUES W. SCOTT. R.LS / 4801 N. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: 92- Street: 4 b7 L ro Je Lon e City, State, Zip: Scan r I Pc 3 Z 71 Design Location: IDaooke Envelope Leakage Test Results Single Point Test Data: HOUSE PRESSURE: 50, , O FLOW: Leakage Characteristics 2351 Pass CFM (50): ACH(50): -51 s% Builder Name: ja (o / Ml rr 5o,) Permit Office: Permit Number: I $ - 3 ($q Jurisdiction: 213'. 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 489A05(3)(f), (9), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with section R402.4.1;2 SIGNATURE: PRINTED NAME: bPr'T iC 6,-& KnU` LA DATE: Z 14 / ( 9 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 ANSURESNEVICC 380 to meet the 2017 residential energy code. i Florida Building Code Duct Leakage Results Builder: la u 1 b r Jil rr 1. Neighborhood: 1 or I broa e . Lot #: g2 Address: 447 v e LWN e. City: Sad State: Ft- Permit M 1 i -3 I g n r Square Footage: Z 5 $2- Stage of Construction for Test Rough in with Air Handler F Rough in no Air Handler 9post Construction Duct Leakage Test Results: j J Duct Leakage percent requirement: olo System CFM25 Square Footage Duct Leakage CFM/100s ft. Location Pass or Fail 2,1 Z5SZ i01 2 g o i 5 2s97- oct55 3 a gz. Z s9z 3 Z o Qn 5 Pass Fail Rating Company: SkyeTec® Inspection Date: Z I ( I iq Rater Name: TleftL ,',CVJ ir , X 77 U9q Rater Signature: me" The Energy Code Experts 9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904.482.4000 i 1.866.SKYETEC i "WWW:SkyeTec.com te ICf AO" C/I t!f a 1. Rob Grant Oas successfully completed the Tiefif Inspecto 9/18/2015 r : S eTec Si nature of Education GZ Training Wanager 71 to, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: ' T1 2 ` tx' 0)(we— Parcel ID: Historic District: Yes NoTf ResidentiaQ Commercial i Type of Work: New. Addition Alteration Repair Demo Change of Use [J Move Description of Work Plan Review Contact Person: \[k,(,l/S Title: Phone: 401-5$5_300U Fax:4-1-333-385-3 Email: kae,Coot, M(w-asc"- Property Owner Information Name0 Phone: Street: ,. Resident of property. City, State Zip: Cnorifr for Information Name —Ar ! .c_ phone: OZ- JgS -Sao Street: e::)3 I coct tsco Fax: 0 City, State Zip: (\ State License No.: O Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5'^ Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application 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 zo g. J Signature of Owner/Agent Date - Sig rc of Contractor/Agent Print Owner/Agent's Name SignatureofNotary-State of Florida Date Owner/ Agent is Personally Known to Me or Produced ID Type of ID s Name 4 15 g Signature of No ry-Statc o Florida to L CHERYL D AKERS MY COMMISSION # FF998962 v ,`; WEXPIRES June 05, 2020 07 S9a-016I FtoAdallotariftr&o.com Contractor/ Agent is _Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: June 30, 2015 UTILITIES: FIRE: WASTE WATER: BUILDING: 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 CDNDMONING 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 A n'astasia<<4 r;;2:0 I,O 16:0/1:6x008=50 I8f50 kVd0A 8;035:00 r 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 8.60 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 In.c 11 IT l9 14 1'. I I( N C \('0,1?4JS 1 ( OI)11(U N %I n.0b' 1, PI Q771 407) %u-1 ( IUI m -\Ach..... um CITY OF SANFORD One Time Credit Card Payment Authorization Form Sign and complete this form to authorize City of Sanford to make a one time debit to your credit card listed below. By signing this form you give us permission to debit your account for the amount indicated on or after the indicated date. This is permission for a single transaction only, and does not provide authorization for any additional unrelated debits or credits to your account. Please complete the information below: Iqo bP ( authorize the City of Sanford charge my credit card full name) account indicated below for on or after This payment is for amoLo- pnt) (date) Al'' J address or par 1 ID Billing Address C Sl cwlO og"u City, State, Zip. nj iq- 30M Account Type: Visa MasterCard Cardholder Named— SOC' V6X CQD Account Number Q' Q 3cx 00 Expiration Date l + CCV 4 © "7 Billing Zipcode 3.--2% _ SIGNATURE Phone# Lin' S J- -ema Email k ltr- dQI( bc, anq AMEX Discover r DATE I 1 1 v authorize the above med business to charge the credit card indicated in this authorization form according to the terms outlined above. This pa' n authorization is for the goods/services described above, for the amount indicated above only, and is valid for one time use o . I certify that I am an authorized user of this credit card and that I will not dispute the payment with my credit card company ong as the transaction corresponds to the terms indicated in this form.