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588 Red Rose Ln 18-2734; NEW SFHOFSANFORD BUILDING & FIRE PREVENTION JUN 18 20181 PERMIT APPLICATION Application No: Documented Construction Value: $ dZS/ 7_00 Job Address: iRR 9-9g;2( IL-ose— Historic District: Yes © No 1__X1 Parcel ID:.;,t -19-30- 90-0000- Residential IR Commercial 11 Type of Work: New Addition 11 Alteration 0 Repair 0 DemoEl Change of UseEl Move El Description of Work: HEW SINGLE EAMILY HQME - IHQRUEBRQOK EHASE LOT NUMBER: Plan Review Contact Person: Daphne Clark Title: Phone: 42- 25Z-620 — Fax: Email: daPboeUEermitsPerMit$EerMit$,QQM Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? City, State Zip- MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 Fax: 407-257- 6940 City, State Zip: MAITLAND FL 32751 State License No.: NO CBC1257462 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N16 Mortgage Lender: N16 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 HE 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, beaters, 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application i Ill. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I(Allb- S y6ure of Owner/Agent OW '1/ Date ( "nature of Contractor/Agent Date TAYLOR MORRISON LORIDA INC JOHN ASA WRIG Print Owner/Agent's Name Print Contraclo IA,7,'* Signature of Notary-staof Mo—rida Date Signatuotary-State of Florida Date W., tX A my cowissa # FF 2W08 P oy COWISSION t FF 2091% Erma June 27,2019 J Sy,plREs,, 9 June27,20A top 0'. 004wyOwner/Agentis )T& Personal wl 0I or Contractor/Agent is YES Personally Known to Me or Produced ID NrA Type of ID Produced ID _NIA_ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building r-m Electrical Er Mechanical Plumbing@ GasR Roof Construction Type: Occupancy Use: ?=7> Flood Zone: 9-5 976 Total Sq Ft of Bldg: ?-C,44 Min. Occupancy Load: /!!I #of Stories: 7- New Construction: Electric - # of Amps 1 5; Plumbing - # of Fixtures 12_11Z_ Fire Sprinkler Permit: Yes n No P 4 of I -leads APPROVALS: ZONING:. 6. 0406' L UTILITIES: COMMENTS ENGINEERING: 4A-'(- 6-?- 5 -1*?) FIRE: with setbacks and impervious area shown on plan. cxlv jvo - e--4 I 5,,Z 117 $64 Fire Alarm Permit: Yes No E] WASTE WATER: BUILDING: - W -7 - Ze- - t& Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION JUN 18 2018/y PERMIT APPLICATION 10 Application No: (4. Documented Construction Value: Job Address: KPd J oSe, (4, g_ Historic District: Yes El No EA Parcel ID: .7,(-19-30- 90-0000- R30 Residential R Commercial 1 — Type of Work: New El Addition n AlterationEl RepairEl Demon Change of UseEl MoveEl Description of Work: bJEW SINGLE EAMILY HOME - THQRNEERnQK PHASE LOT NUMBER: Plan Review Contact Person: Daphne Clark Title: Phone: 407-25Z- 6940 - Fax: 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 Street: 151 SOUTHHALL LANE # 200 Phone: 407-257- 6940 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1 257462 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: UJA Address: Phone: Fax: E- mail: Mortgage Lender: _N/ A Address: WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,\botiers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. of Owner/Agent Date TAYLOR MORRISON QK-fl-ORIDA INC JOHN ASA WRIG Print Owner/Agent's Name Print CGntractor/A en ' N 76 Iq 7Z/11 Signature of Notary -Stu of N—orida Date/ Signaum4eMotary-Statc of Florida Date D.A.CLARK W WMMISSION I FF 2008 1AY MUMISS10" 1 FF M9108 EXPIRES' June 27,2019 E)(p1RES-. oetlou27,2019 wry sink" ' Nlt,,,007 8wid Thn BWO41 Nolmy serykes Owner/ Agent is _yE& Persona Ak meme or Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID Produced ID _WA_ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingE] ElectricalE] Mechanical[] Plumbing[ Gas© Roof[] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: YesEl NoF] # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [] No [J UTILITIES: WASTE WATER: FIRE: 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: 588 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2340 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: 0 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) g" - NL 13 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: 0 floodplain 0 floodway F--1 A portion of the parcel is in the: F-1 floodplain Ej floodway FEW The parcel is not in the: 01floodplain E]floodway D The structure is in the: Elfloodplain Elfloodway El The structure is not in the: 0 floodplain 0 floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-2734 Reviewed by: Michael Cash, CFM Date: June 25, 2018 11 13 W 4, a Application for Right -of -Way Use for Driveway, Walkway & Landscape 0 R I 1877 - D,,, Department of Planning & Development Services iiiiinfordfl.gov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407,688,5140 Fax: 407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and lu- location of the existing right—of-way and use shall be provided or application could be delayed. Know what's below. A71MNAWOr.FW1- -2 3 Call hiefore you dig. 1. Project Location/Address: !!;;` ky " a, "Y-e 2. Proposed Activity: Driveway 1:1 Walkway Other 1 Schedule of Work: Start Date Completion Date El Emergency Repairs 4, Brief Description of Work: AVAFWAY 11 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 installationlimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stoninwater 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 right-of-way. If the Requestor does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration, To the fullest extent permitted by law, Requester agrees to defend, indemnify, and hold harmless the City, its ociuncilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. I hereby understand and agree to 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, Exit. 640124 hours in advance to schedule a pre -pour Inspection. Pre -pour Inspection by: NM lu 2 ZsOptemoar'lulu ROW Use Driveway. pat REQUIRED INSPECTION SEQUENCE TAYLOR MORR-rI},S--/ONSFR DETACHED UU /Cy"` r t i_ J J.. N i/ /w h .-t ! .i t Pprmif U BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill l Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Min Max Inspection Description 10 Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final EeFIANIGAI =HERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 DESCRIPTION AS FURNISHED: Lot 234, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 0 thru 71, Public Records of Seminole County, Flor;do. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc, IOWA AVENUE RIW VARIES) AT 89058'00 " E 40, 00' 10' LANDSCAPE &c WALL, FENCE ESMT. LOT 234 16.0' A/C LANAI a6 5.00' 5.00' 30.0, PROPOSED RESIDENCE MODEL: CAPTIVA Q) ELEV - INCLUDED LOT 233 2 CAR GARAGE RIGHT ZU LOT 235Q> 5. 0' 0' 5.00' ENTRY 8.7' 21.3' 5.00' DRIVE 25.20 j Z7J I .. . . . . . 10' UTIL. ESWT,j WALK N 89.58'00 " E 40. 00' RED R005-y-AL" LANE 50' UTILITY & ACCESS R/W) TRACT I 9 PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS OQILQINAa_5.' f\- PROPOSED DRAINAGE FLOW FRONT - 25' LOT GRADING TYPE A /A REAR - 15' PROPOSED F.F. PER PLANS = 23.2' SIDE = 5. 0' SIDE CORNER - 10' PROPOSED GRADE PER CONSTRUCTION PLAN PLOT PLAN ONLY*' NOT A SURVEY) Lvf - 4,41C)LI LIVING = 1,157 GARAGE - 451 ENTRY = 74 LANAI = 126 BREEZEWAY- NIA DRIVEWAY - 403 A/ C PAD = 9 WALKWAY = 75 IMPERVIOUS - 47.9 2, 297 cnr) - 9 Fn T RIW = 440 APRON - 112 SQ F-_I SIDEWALK - 200 S SOD - 12R S PROPOSED INFORMATION SHOWN i AKtA - ), z4u ay. r I. BASED ON SUPPLIED PLAN DRIVEWAY - 515 so, I T. AND/ OR INSTRUCTIONS PER SIDEWALK - 275 SQ,F! CLIENT NOT FIELD VERIFIED) SOD = Zu! 20-1 CRUSEYVHEYER - SCOTT ASSOC, INC - LAND SURVEYORS_ LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-,3232 FAX (407)-658-1436 p PLAT PO L. POINT ON LINE MOTES: Fp IF. F) L PIPE TYR. PRIG. TYPICAL OFREVERSE CURVATURE 1, THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS Or PRACTICE SET FORTH BY THE FLORIDA BOARD OF IRON RONROD P44 PPGjHT aNTor COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5.1-17 FLORIDA AOUTHISITRA"BE CODE PURSUANT TO SECTION 472,027, FLORIDA STATUES C, K CONCRETE MONVMENT BAD, RADIAL ARE NO A"O. 2, UNLESS EMBOSSER WITH SVRV`EYOR'S SIGNATURE AND ORIGINAL RAISED S&4L THIS SURVEY MAP OR COPIES T V CT I/Z' IR, ./NLR 4596 NJIL NON -RADIAL J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR THERE MAY BE OTHER RESTRICTIONS PLC P,0:9, RECOVERED PORT OF BEGINNING WP. CALC. WITNESS POINT CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IWPRMVEN?$ HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. FOCI POINT OF COMMENCEMENT POK PERMANENT REFERENCE MONUMENT 0 ELEVATION 4K THISSURVEYISPREPAREDFORJWSCXSENEMOFTHOSECERTIFIEDTOANDSHWU0NOTBERELIEDUPONBYANYOTHERENTITYI. CCNTERLINC NAIL t DISK1HISHED B.S.L.0BUILDING FLETOSETBACK LINE6 DIMENSIONS SHOWN FOR THE LOCATION Or tmpROVEMCHM HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES, RIGHT -OF WAY 09 IENCHMARK OWINC$, ARE WED ASSWED OATW AND ON THE LINE SHOWN AS BASE BEARING (8-04 ESNV CA SEMCNI B.B.7. ASE BEARING 11 ELEVATIONS, IF SHOWN. ARE BASSO ON NATIONAL OEWM DATUM OF 1920, UNLESS OTHERWISE NOTED, DRAIN, UTIL DRAINAGEUTILITY 1R. CERTIFICATE OF AUTHORIZATION N.. 459& rc CHAT" LINK' FENCE W6,F( C, 0WOODFENCE CONCRETE RL. DCK 20 DRAWN OY C P. S. P OF CURVATURE POINT 01PITNOFTANGENCYDATEORDER No, CERTIFIED BY, DESCRIPTION RADIUS PLOT PLAN 06-05-2018 L ARC L, NGTH D C OELT A CHORD CHORD BEARINGNORTH THIS BOILOINGIPROPERTY DOES NOT LIE WITHIN ' THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' PWG. I RUCSO EVER, RL.S 1^4714 ZONE "X MAP I 12117C 0055 F S . R.L.S 1 4801 DESCRIPTION AS FURNISHED: Lot 234, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Poqes 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. IOWA AVENUE RIW VARIES) N 89058'00 " E C1, 40, 00' G, /, o LANDSCAPE & WALL, FENCE 7ESMJ 34,80' LOT 234 16.0' A/C LANAI1 1 o6 30.0, 1 Q) PROPOSED RESIDENCE O Z> MODEL: CAPTIVA Q) C:) a ELEV — INCLUDED LOT 233 2 CAR GARAGE RIGHT 0) Q) 2 LOT 235 s Q) 5. 0' 5.00, ENTRY 8 7 ai 21,3' 5. 00' DRIVE 5. 1 20* 10' UTIL. ESMT.1 I V,' WALK N 89"58'00 " E 40.00' RED _R0,_`15T_, LANT 50' UTILITY & ACCESS RIW) TRACT I PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS BUILDING SETBACKS: h PROPOSED DRAINAGE FLOW FRONT 25' LOT GRADING TYPE A REAR = 15 PRoposEo F.F. PER PLANS = 23.2' SIDE = 50 SIDE CORNER - 10' PROPOSED GRADE PER CONSTRUCTION PLAN LVI - 4,wv JV.f I. LIVING = 1,157 SQ,F T GARAGE - 451 SO.1-7 ENTRY - 74 SQ.F_f LANAI = 128 SOj- I BREEZEWAY - NIA SO. Ft DRIVEWAY = 403 S01-11 AIC PAD - 9 50,17 WALKWAY 75 SO. F-I IMPERVIOUS 47,9 9 2,297 SO.r'f Soo = 2503 C SQJ'1- LOT A L:C:ULA_T_I6NS,,, R/W = 440 SQ.FT APRON = 112 so. Vr PLOT FLAN ONLY** NOT A SURVEY) PROPOSED INFORMATION SHOWN SIDEWALK SOD 200 128 SQ.F7 SQ.F'T, IVIAL AHLAS: AREA = 5.240 SQ,FT, BASED ON SUPPLIED PLAN DRIVEWAY 515 SQ,F r. AND/OR INSTRUCTIONS PER SIDEWALK 275 SQ,F 7 CLIENT NOT FIELD VERIFIED2 SOD CRUSEjVffErER -SCOTT ASSOC, 11VC - LAND SURVEYORY_ 4FGFHD - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL, 32807 (407)-277-3232 FAX (407)-658-14,36 p PLAT AOL, - POINT ON LINE NOTES: vp FIELDON PIPE TYP. TYPICAL P C P OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS ME STANDARDS OF PRA017CE SET FORTH By THE Ft ORIOA BOARD OF I,, IRON ROD INTUcPONT OF COMPOUND CURVATUREC13 PROFMIOMAL SURVEYORS AND Lk S IN CHAPTER SJ-17 FLORIDA AOMIMSTRATNE CODE PURSUANT TO SECTION 472,027, FLORIDA STATUES C.M.CONCRETE MONUMENT PAD. RADIAL 2. UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORICENAA. RAISED SM THIS SURVEY AW OR COPIES ARE NOT VALID. SET IR I/R' I.R. ./#L8 4596 MR. NON -RADIAL J. THIS SURVEY WAS PREPARED FROM MEE INFORMATION FVRNISHEO TO THE SURVEYOR. MERE MAY 86 OTHER RESTRICTIONS REC, PB 0, RE OVEREDCPOINTOF BEGINNING P WITNESS POINTW. GALE. CALCULATED OR EASEMENTS THAT AVFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS MAW BEEN LOCATED UNLESS OTHERWISE SHOWN PA.C. i• POINT or COMMENCEMENT CENTERLINE PERMANENT REFERENCE MONUMENTPRA • FINISHED FLOORCELEVATIONF ENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY, 5 MIS SURVEY IS PREPARED FOR WE SOLE BE N&D NAIL t DISK 8A BUILDING, SCTRA K LINE S. DIMENSIONS SHOWN FOR THE LOCATION Or WPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES, R/w RIGHT•OF-VAY a BE C MARMIT K 7. DEARIAf, ARE BMW ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (ELO) SMT, CASEMENT AN8: SE BEARING B. EUVAIRINS. P, SN,W. ARE BASEDON NATIONAL GEODETIC DATUM OF 1929. UNLESS OTHERWISE NOTED PRA[., VTH, DRAINAGE LIT tLITY 9, CERTIFICATE OF AUTHORIZATION No. 4496, CLfC CHAIN LINK FENCE wnfc C/o WOOD FENCE CONCRETE BLOCK 0 DRAWN 9Y, SCALE 2; P,C, PA POINT OF CURVATURE POINT0M OF TANGENCY j CERTIFIED BY, DATE ORDER No. OESC. U DESCRIPTION RADIUSARCLENGTH PLOT PLAN 06-05-2018 3619-18 D DELTA C CHORD C.B. CHORD REARING NORTH K1471"4 THIS 6UILDINGIRROPER7Y DOES NOT LIE WITHIN THE ESj*A6LISHF0 TOO YEAR FLOOD PLANE AS PER "FIRM" e' R t-r-", R L.5. ZONE X. MAP I 12117C 0055 F W SUr" '0 R.L.S 1 4801 0F C:IRCUIT C. JUF LER, Parcel IDNumber: -,-90-W60 2 F, EPreparedByDaphneClarkFZWD11,4(j HE- EL; ljji ,tjij I: and TaylorMorrisonHomesRX-ORDED 8'y Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property LOT Legal Description: Thornbrooke Phase , according to the plat thereof, as recorded in Plat Book(Page1 -- 1 f the public records of Seminole County, Florida. Zzi Addresses rz poi - p— (-a k--e-- Sanford FL C0 2. General description of improvements Single Family Home 3. Owner information Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. -N 5. Contractor name and address : Name Taylor Morrison of Florida Inc. 57 Address 2600 LakeLucienDriveSuite350, Maitland, FL 32751 6. Surety: N. A. 7. Lender: N. A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(l)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13( l)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed: Signature of Owner's Agent: tJ n Asa Wright ayvlor Morrison of Florida Xl-- Sworn toand subscribed before me this by John Asa Wright wh personally known to me. Notary Public DA Clark My commission expires: 6/27/19 Serial No. FF 209108 otary Signature: 'k, 4.."* P j 04moi! SCPA Parcel View: 21-19-30-510-0000-2340 http://parceidetail.scpafl.org/ParcelDetailinfo.aspx?PID=2119305100... Pirggleft R"QM CAWAwsParcel: 21-19-30-510-0000-2340 Property Address: 588 RED ROSE LN SANFORD, Fl. 32771 Parcel Information Value Summary Parcel 21-19-30-510-0000-2340 2018 Working 2017 Certified Values Values Owner(s) TAYLOR MORRISON OF FL INC Valuation Method Cost/Market Cost/Market Property Address 588 RED ROSE LN SANFORD, FL 32771 Number of Buildings 0 0 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Depreciated Bldg Value Subdivision Name THQ-RNQRQ9KF,-PHA5F-4 Depreciated EXFT Value Tax District St-SANFORD Land Value (Market) $40,000 26,050 DOR Use Code 00-VACANT RESIDENTIAL Land Value All Exemptions 40,000 26,050 Portability Adi Save Our Homes Adj $0 0 Amendment 1 Adl $0 12,784 P&G Adl $0 0 Assessed Value $40,000 13,266 Tax Amount without SOH: $336.00 336.00 R, 7" Save Our Homes Savings: $0.00 Seminole County GIS Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 234 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Taxing Authority County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Sales Description Date Find Comparable Sales Land Method Frontage LOT Building Information Permits Assessment Value Exempt Values 40,000 40,000 40,000 40,000 40.000 Book Page Amount Qualified No Sales Taxable Value 0 $40,000 0 $40,000 0 $40,000 0 $40,000 0 $40,000 Vaclimp Depth Units Units Price Land Value 1 $40,000.00 $40,000 Permit # Description Agency Amount CO Date Permit Date No Permits PeMlidsta d"S not OrVinaft from OW S*MfnQWCounty PMW1vAw.(..,,. aft., wdtft .9—ti.., oontremnyr P.—tt. pinas000numt#w W*W%d*p4Wnent of as Wx clistriatinwhich tho pf"OdYll Innat". Extra Features I oft 6/18/2018, 9:22 AM S TA-T [":1 P y FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot234ThombrookeCaptivaGRS Builder Name: Taylor Morrison Street, 588 Red Rose Lane Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9, Wall Types (2548,2 sqft.) Insulation Area 2, Single family or multiple family Single-family a, Frame - Wood, Exterior R=110 1233.00 ft' b, Concrete Block - Int Insul, Exterior R=4.1 1095,10 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=110 220.11 ft' 4. Number of Bedrooms 3 d. N/A R= ft' 10. Ceiling Types (1208.0 sqft.) Insulation Area 5, Is this a worst case? No a. Under Attic (Vented) R=38.0 1163,00 It' 6, Conditioned floor area above grade (ft') 1989 b. Knee Wall (Vented) R=30.0 45.00 W Conditioned floor area below grade (ft') 0 c, N/A R= ft' 11. Ducts R ft' 7. Windows(359.1 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 397.8 a. U-Factor; Dbl, U=0,34 295.08 ft' SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 34.2 SEER:15.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtulhr Efficiency d, U-Factor: N/A ft? a. Electric Heat Pump 32.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 2,952 ft, Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1163.0 sqft,) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0,0 1157,00 ft' b. Conservation features b. Floor over Garage R=19.0 6.00 ft, None c. N/A R= ft' 15, Credits Pstat Glass/Floor Area: 0.181 Total Proposed Modified Loads: 60.13 PASSTotalBaselineLoads: 63.24 I hereby certify that the plans and specifications covered by Review of the plans and tilUE 7, TS this calculation are in compliance with the Florida Energy specifications covered by this Code. Am calculation indicates compliance with the Florida Energy Code. A PREPARED BY: - Before construction is completed DATE: 6/12/18 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. 0 WE OWNER/ AGENT: DATE: BUILDING OFFICIAL: DATE: Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed In accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1 .2). 6/ 12/2018 8:54 AM EnergyGauge,@ USA - FlaRes2017 Section R405,41 Compliant Software Page 1 of 4 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot234ThornbrookeGaptivaGRS Builder Name: Taylor Morrison Street: 588 Red Rose Lane City, State, Zip: Sanford , FL , 32771 Permit Office: Permit Number: 2 7 3 4 Owner: Jurisdiction: 6?15010 NDesignLocation: FL, Orlando County:: Seminole (Florida Climate Zan 0 1 New construction or existing New (From Plans) 9. Wall Types(2548.2 sqft,) 11' tInsulat 2. Single family or multiple family Single-family a. Frame - Wood, Exterior N_06` R=110 1233.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1095,10 ft, 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 220.11 ft2 4. Number of Bedrooms 3 d. N/A R= ft, 5. Is this a worst case? No 10. Ceiling Types (1208.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1163.00 ft' 6. Conditioned floor area above grade (ft') 1989 b. Knee Wall (Vented) R=30,0 45,00 ft2 Conditioned floor area below grade (ft') 0 c. N/A R= fta 11, Ducts R fl2 7. Windows(359.1 sqft.) Description Area a, Sup: Attic, Ret: Main, AH: Main 6 397.8 a. U-Factor: DtA U=0.34 295.08 ft' SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0,58 64.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0,32 a. Central Unit 34.2 SEER:15.00 c. U-Factor: N/A W SHGC: 13. Heating systems kBtu/hr Efficiency cl. U-Factor: N/A ft2 a. Electric Heat Pump 32.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 2.952 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1163.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0,0 1157.00 ft' b. Conservation features b. Floor over Garage R=19,0 6.00 ft' None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.181 Total Proposed Modified Loads: 60.13 PASSTotalBaselineLoads: 63.24 I hereby certify that the plans and specifications covered by Review of the plans and 74T$ this calculation are in compliance with the Florida Energy specifications covered by this OVI'RE Code. calculation indicates compliance 0% with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: 6/12/18 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. WE tg OWNER/AGENT: r DATE: BUILDING OFFICIAL: DATE: Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 6/12/2018 8:54 AM EnergyGaugeOi USA - FlaRes2017 Section R405.4 1 Compliant Software Page 1of4 FORM R405-2017 PROJECT Title: Lot234ThornbrookeCaptivaG Bedrooms: 3 Address Type, Street Address Building Type: Use( Conditioned Area: 1989 Lot # Owner Name: Total Stories: 2 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Rotate Angle: 0 Street: 588 Red Rose Lane Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32771 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1989 18298.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1989 18298.8 Yes 4 3 1 Yes Yes Yes FLOORS Vft Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main 6 W 19 0 0 1 2 Slab -On -Grade Edge Insulatio Main 117.3 ft 0 1157 W ---- 0,34 0 0,66 ROOF Roof Gable Roof Solar SA Emitt Ernitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1301 ft' 292 ft2 Medium 0.85 N 0.85 No 0 26,6 ATTIC V/ Type Ventilation Vent Ratio (I in) Area RBS IRCC 1 Full attic Vented 300 1163 ft' N N CEILING V# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) Main 30 Batt 45 ft' 0.11 Wood 2 Under Attic (Vented) Main 38 Blown 1163 ft2 011 Wood 6/12/2018 8:54 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS VAdjacent Space Cavity Width Height Sheathing Framing Solar Below ff Ornt To Wall Type R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 W Exterior Frame - Wood Main 13 38 6 9 0 346.5 f12 0 0.23 0.6 0 2 W Exterior Concrete Block - Int Insul Main 4,1 38 6 9 4 359,3 W 0 0 0.6 0 3 SW Exterior Concrete Block - Int Insul Main 4.1 3 11 9 4 36.6 RI 0 0 0,6 0 4 S Exterior Frame - Wood Main 13 30 0 9 0 270.0 1`12 0 0,23 0,6 0 5 S Exterior Concrete Block - Int Insul Main 4.1 6 6 9 4 60.7 111 0 0 0.6 0 6 E Exterior Frame - Wood Main 13 38 6 9 0 346,5 ft' 0 0.23 0,6 0 7 E Exterior Concrete Block - Int Insul Main 4.1 38 6 9 4 359.3 ft' 0 0 0,6 0 8 N Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft2 0 0,23 0,6 0 9 N Exterior Concrete Block - Int Insul Main 4.1 29 11 9 4 279.2 ft2 0 0 0,6 0 10 Garage Frame - Wood Main 13 23 7 9 4 220.1 ft' 0 0.23 0.01 0 DOORS V# Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In Wood Main None 25 2 7 8 20.7 ft2 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 W 1 Vinyl Low-E Double Yes 0.34 0.31 N 12.0 ft' 1 ft 0 in 1 ft 8 in Drapes/blinds Exterior 5 2 W 2 Vinyl Low-E Double Yes 0.34 0.31 N 18.1 W 1 ft 0 in 12 ft 4 in Drapes/blinds Exterior 5 3 SW 3 Vinyl Low-E Double Yes 0.34 0,31 N 22,7 W 9 ft 4 in 0 ft 4 in None None 4 S 4 Vinyl Low-E Double Yes 0,34 0.31 N 16,0 ft' 1 ft 0 in 1 ft8in Drapes/blinds Exterior 5 5 S 4 Vinyl Low-E Double Yes 0,34 0.31 N 30,0 ft' 1 ft 0 in 1 ft 8 in Drapes/blinds Exterior 5 6 E 6 Vinyl Low-E Double Yes 0,34 0.31 N 30,0 ft' I ft 0 in 1 ft 8 in Drapes/blinds Exterior 5 7 E 7 Vinyl Low-E Double Yes 0,34 0.31 N 38,5 ft' 1 ft 0 in 12 R 4 in Drapes/blinds Exterior 5 8 N 8 Vinyl Low-E Double Yes 0.34 0.31 N 30,0 ft' 1 ft 0 in 1 ft 8 in Drapes/blinds Exterior 5 9 N 8 Vinyl Low-E Double Yes 0.34 0.31 N 40,0 W 1 ft 0 in 1 ft8in None None 10 N 9 Metal Low-E Double Yes 0.58 0,32 N 64.0 ft' 9 ft 0 in 0 ft 0 in None None 11 N 9 Vinyl Low-E Double Yes 0.34 0.31 N 57.8 It' 1 ft 0 in 12 ft 4 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 451 ft' 451 ft2 64 It 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000409 2134.9 1172 220,41 7 6/12/2018 8:54 AM EnergyGauqe@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM V# System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 32.8 kBtulhr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34,2 kBtu/hr Cfm 0,75 1 Sys# 1 HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0,95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cent # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS V supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool 1 Attic 6 397.8 ft Main 99.45 ft Default Leakage Main Default) Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Apr May Jun Ju Xj Aug Sep Oct Nov Dec He H Jan FebMar J Apr I May Jun JulI Xj ri Aug SepOct11xlOC Nov Dec Ve XJanFebX Mar Apr May Jun Jul Aug Sep Oct XX 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 6/12/2018 8:54 AM EnergyGauge USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 1 Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows- Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c, U-Factor: N/A SHGC: d, U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a, Slab -On -Grade Edge Insulation b, Floor over Garage c. N/A 588 Red Rose Lane, Sanford, FL, 32771 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=1 3.0 1233.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1095.10 ft2 1 c. Frame - Wood, Adjacent R=110 220,11 ft2 3 d, N/A R= ft2 10, Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1163.00 ft2 1989 b. Knee Wall (Vented) R=30.0 45.00 ft2 c, N/A R= ft2 Area 295.08 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Main, AH: Main 6 397 .8 64.00 ft2 12. Cooling systems kBtu/hr Efficiency ft, a. Central Unit 34.2 SEER:15.00 2.952 ft. 0.312 Insulation Area R=0,0 1157.00 ft2 R=19.0 6.00 ft2 R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15, Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: NM City/FL Zip: kBtu/hr Efficiency 32.8 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat JJiE S74? 0 GpD vvt 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. 6/12/2018 8 54 AM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 QDEL-AIR Manual S Compliance Report FKAMG - AIR COUMMM11 Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DELAIR.COM For: Taylor Morrison 588 Red Rose Lane, Sanford, FL 32771 Design Conditions Job: Lot234ThornbrookeCapt Date: 6/12/18 By: JA Outdoor design DB: 92-40F Sensible gain: 24504 Btuh Entering coil DB: 76.0°F Outdoor design WB: 76-30F Latent gain: 4484 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 28987 Btuh Indoor RH: 50% Estimated airflow: 1140 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-21+CBA27UHE-036-230*++TDR Actual airflow: 1140 cfm Sensible capacity: 27153 Btuh 111% of load Latent capacity: 4540 Btuh 101% of load Total capacity: 31693 Btuh 109% of load SH R: 86% Design Conditions Outdoor design DB: 41.9°F Heat loss: 24778 Btuh Entering coil DB: 69.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Lennox Model: 14HPX-036-230-21+CBA27UHE-036-230*++TDR Actual airflow: 1140 cfm Output capacity: 32162 Btuh 130% of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1140 cfm Output capacity: 0 kW 0% of load Temp. rise: 0 OF Meets all requirements of ACCA Manual S. wrightsoft-, 2018-Jun- 12 09 01 29 Right-Sui[M Universal 2018 18 0 13 RSU24011 Page I rookeGapt ivaGR S Lot 234T hornbrookeC apt tvaGR S rup Cale - MJ8 House faces S jQEL-AIR Component Constructions HLUM - AM CONUffli(MMO Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot234ThornbrookeCapt... Date: 6/12/18 By: JA Proiect Information For: Taylor Morrison 588 Red Rose Lane, Sanford, FL 32771 Design Conditions Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 17 Latitude: 280N Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.3 46.6 Dry bulb (OF) 42 92 Infiltration: Daily range (OF) 17 ( M) Method Simplified Wet bulb (OF) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or. Area U-value Insul R Htg HTM Loss Cig HTM Gain ft, Btuh/ft-F hl-'F/Btuh Btuh/V Btu h Btuh/fV Btu h Walls 12C-Osw: Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" gypsum board int fnsh, 2N4" wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vril frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31): 1 ft overhang (5 ft window ht, 1.67 ft sep.), 6.67 ft head ht 2A-2omd: 2 glazing, Or low-e outr, air gas, mll no brk frm mat, clr innr, 1/4" gap, 1/8" ink; NFRC rated (SHGC=0.32); 9 ft overhang (8 ft window ht, 0 It sep.), 6.67 It head ht 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk: NFRC rated (SHGC=0.31): I it overhang (6.25 ft window ht, 12.33 ft sep.); 6.67 If head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vni frm mat, clr innr, 1/4" gap, 1/8" thk: NFRC rated (SHGC=0.31), 1 ft overhang (4 It window ht, 1,67 ft sep.); 6.67 ft head ht n 200 0.091 13.0 2.56 511 2.81 562 e 302 0,091 13.0 2.56 771 2.81 847 s 247 0.091 13.0 2.56 632 2.81 694 w 341 0.091 13.0 2.56 871 2.81 957 all 1089 0.091 13.0 2.56 2785 2.81 3060 n 158 0.201 0 5.65 890 4.29 676 e 321 0.201 0 5,65 1811 4.29 1376 s 60 0.201 0 5.65 341 429 259 sw 14 0.201 0 5.65 78 4.29 59 W 349 0.201 0 5.65 1971 4.29 1497 all 901 0.201 0 5.65 5092 4.29 3869 e 45 0.032 30.0 0.90 40 2.37 106 198 0.091 13.0 2.56 507 1.72 342 n 30 0.340 0 9.55 287 12.4 372 n 40 0.340 0 9.55 382 12.4 496 0 45 0.340 0 9.55 430 357 1606 s 15 0.340 0 9.55 143 12.8 192 all 130 0.340 0 9.55 1242 20.5 2666 n 64 0.580 0 16.3 1043 16.8 1074 n 58 0.340 0 9.55 552 12.4 717 e 39 0.340 0 9.55 368 35.7 1376 all 96 0.340 0 9.55 921 21,7 2093 s 8 0.340 0 9.55 76 12.5 100 I,#- wrightsoft, 2018-Jun-1 2 09 0129 liiCQ Right-SU110-1) Universal 2018 18.013 RSU24011 i ookeCapt tvaG R S? Lot 2341 hornbrookeCaptsvaGR S rup Calc z MJ8 House faces. S Page I 1OC-v: 2 glazing, clr low-e outr, air gas, vni frm mat, clr innr, 1/4" gap, sw 23 0,340 0 1/8" thk; NFRC rated (SHGC=0.31); 9.33 ft overhang (8 it window ht, 0.33 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-o outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 6 0.340 0 1/8" thk, NFRC rated (SHGC=0.31), I it overhang (3 it window [it, 11.67 ft sep), 6,67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnI frm mat, clr innr, 1/4" gap, w 9 0.340 0 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4.2 ft window ht, 12.33 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type n 22 0.390 0 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1163 0,026 38.0 gypsum board int fnsh Floors 20P-19c Fir floor, wd fir, V thkns, r-19 ext ins, gar ovr 6 0.050 19.0 22A-tpl: Bg floor, light dry soil, on grade depth 117 0.989 0 jor wrightsci-ft, Right-SuiteO Universal 2018 18 0 13 RSU24011 ACCK rookeGapl ivaG R SLot 234T hornbrookeC apt ivaGR S rup Gaic , MJ8 House faces S 9. 55 217 8.68 197 9. 55 57 35.7 214 9. 55 87 35.7 325 11. 0 241 11.9 261 0. 73 850 1.40 1632 1. 40 9 0.70 4 27, 8 3258 0 0 2018- Jun-12 09 01 29 Page 2 Project Summary Job: Lot234ThornbrookeCapt DEL -AIR Date: 6/12/18 Kama - AM OM Entire House By: JA DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW DELAIR.COM For: Talor Morrison 58 Red Rose Lane, Sanford, FL 32771 Notes: June 14,2014 RH LS 3/16/18 JA Weather: Orlando Intl AR FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TID 28 OF Heating Summary Structure 21782 Btuh Ducts 2996 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 24778 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heati n Coolin Area ( ft2) 19A 198 Volume (ft3) 20878 20878 Air changes/ hour 0.50 0.26 Equiv. AVF ( cfm) 174 90 Heating Equipment Summary Make Lennox Trade LENNOX Model 14HPX- 036-230-21 AHRI ref 10258589 Summer Design Conditions Outside db 92 OF Inside db 75 OF Design TID 17 OF Daily range M Relative humidity 50 Moisture difference 47 gr/lb Sensible Cooling Equipment Load Sizing Structure 20621 Btuh Ducts 3883 Btuh Central vent ( 0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer' s data y Rate/swing multiplier 1.00 Equipment sensible load 24504 Btuh Latent Cooling Equipment Load Sizing Structure 3856 Btuh Ducts 628 Btuh Central vent ( 0 cfm) 0 Btuh none) Equipment latent load 4484 Btuh Equipment Total Load (Sen+Lat) 28987 Btuh Req. total capacity at 0.75 SHR 2.7 ton Cooling Equipment Summary Make Lennox Trade LENNOX Cond 14HPX- 036-230-21 Coil CBA27UHE- 036-230*++TDR AHRI ref 10258589 Efficiency 8. 5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 25650 Btuh Heating output 32800 Btuh @ 47°F Latent cooling 8550 Btuh Temperature rise 26 OF Total cooling 34200 Btuh Actual air flow 1140 cfm Actual air flow 1140 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 35 OF Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed Pld- VWri9" t!%C:Wft 2018-Jun-12 09 01,29 Right-Suite0l Universal 2018 18 0.13 RSU24011 Page I rook eC apt ivaG R SLot 234 T hornbrookeCapt ivaGR S rup Gaic = MJ8 House faces S QDEL-AIR Right-JO Worksheet WPM - AM 00"Offm"M Entire House DEL AIR HTG, A/C & REFRIG. INC 531 COMSCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web, WWW.DELAIR.COM Job: L ot234Th o rn b roo keCapt iva Date: 6/12/18 By: JA 1 Room name Entire House Family/Great mn 2 Exposed wall 254.3 It 32.0 It 3 Room height 9.2 It d 9.3 It heat/cool 4 Room dimensions 15,0 x 17.0 It 5 Room area 2278.9 It2 255.0 ft2 Ty Construction It -value Or HTM Area (fr) Load Area (ft2) Load number Bluh/tt^-'F) Btuh/42) or perimeter (11) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/-S- Heat cool Gross NIP/S Heat Cool 6 T 12C-0sw 2A-2ov 0MI 0,340 U401 n n n 2,56 M5 9-15 2.81 IZ40 12,40 270 30 40 200 0 511 287 382 372 496 0 0 0 0 0 0 0 0 0 0 0 0 13A-20cs 0.201 n 5.65 4,29 279 158 8 676 140 76 429 326 1 2A-2omd 0,580 n 16.30 16.79 64 0 104390 1074 64 0 1043 1074 2A-20v I 0,340 e 9,55 35,69 45 0 1606, 0 0 T--" 13A -2ocs 0,201 e 5.65 4.29 359 321 430 1811 1376 159 159 896 681 2A-2ov 0.340 e 9.55 35.69 39 0 368 1376 0 0 0 0 W_ 1_6A, _-V 0 032 e 0.90 2.37 45 45, 40 106 a 12C-Osw 0.091 s 2,56 2.81 270 247 632 694 0 0 0 0 0 2A -2ov 0,340 s 9.55 12.50 8 15 76 100 0 0 0 0 2A-2ov s, 955 12.78 15, 22 143 192 0, 0 0 0 0.261 s 6.65 4,29 0 60 W 969 0 0 6 0 I 3A-2ocs 0.201 sw 5.65 4.29 36 14 78 59 0 0 0 0 10C-v 0.340 sw 9.55 8.68 23 45 217 197 0 0 0 0 fx-osw 0,091 w 2.56 2.81 347 341 971 957 0 0 0 0 2A 2ov---- , -111 1 U40 w 9.55 35,69 6 57, 0 D 0 0 13A -2ocs 0,201 w 5.65 4,29 358 349 1971 1497 0 0 0 0 t--,G 2A-2ov 0,340 w 9.55 35.69 9 0 87 325 0 0 0 0 12C-Osw 0.091 2.56 1.72 220 198 607 342 0 0 0 0 JIM " . , '' , , 0,390 n 10,96 M88 22 22 241, 261, Q 0,, Q 0 C 16B-38ad 0,026 0.73 1,40 1163 1163 850 1632 0 0 0 0.050 1,40 010 6 6 11111-19 0 0 F 22A-tpl 0.989 27.79 0,00 1157 117 3258 6 255 32 0 889 0 6 c) A ED excursion 01 62 Envelope loss/gain 16425 15944 3257 2019 12 a) Infiltration 5357 1725 674 217 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants CO) 230 5 1150 3 690 Appliances/cither 1802 0 Subtotal (lines 6 to 13) 21782 20621 3932 2926 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21782 20621 3932 2926 151 Duct loads 1 14%, 19%, 2996 3883 1101%, 101% 393 293 Total room load 24778 24504 4325 3219 Air required (cIrm 1140, 1140, 199 150 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jun- 12 09 Of 29 Right-&IiteO Universal 2018 18 0 1:3 RSU24011 Page I rookeCaptivaGRS Lo1234 T hornbrookeCaptivaGRS rUP Cale , MJ8 House 1,ACeS S DEL -AIR Right-JO Worksheet HMMQ, AM WWnQKVM Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot234ThornbrookeCaptiva... Date: 6/12/18 By: JA 1 Room name Master bdrm M.Bth 2 Exposed wall 29.5 It 11.5 it 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 15.0 x 14.5 it 217.5 ftz 1.0 x 96.8 It 96.8 f12 Ty Construction U-value Or HTM Area (It2) Load Area (ft2) Load number Btuh/ft2 °F) 6tuh ft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 2A-2ov 2B-2fv 0.091 0.340 0.340 n n n 2.56 9.55 9.55 2.61 12.40 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 5.65 4.29 140 82 461 351 0 0 0 0 11 2A-2omd 0.580 n 16.30 16.79 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.55 12.40 58 0 552 717 0 0 0 011 12C-Osw 0.091 e' 2.56 2.81 0 0 0 0 6 6 6 0 2A-2ov 0.340 a 19.55 35,.69 0....._.. 0 A- 0..!: 0 0 0 0 V/ 13A-2ocs 0.201 e 5.65 4.296 0 0 0 0 0 0 0 L--C 2A-2ov 0.340 e 9.55 35.69 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 e; 4 90 2,3.7 45 45 40 105 0 0 0 0 12C-Osw 0.091 s 2.56 2.81 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.55 12.50 0 0 0 0 0 0 0 0 W 2A-2ov 13A46cs 0.340 0.201 s s 9.55 565 12.78 4,29 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 V+/ 13A-2ocs 0.201 sw 5.65 4.29 0 0 0 0 0 0 0 0 G V r 10C-v 12C-osw 0.340 0.091 sw IN 9.55 2.56 8.68 2.81 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L---f : zA-2ov ... 0,340 w 9.55 35.69.._d____ a a a 0 a 0 0 0` Vj/ 13A-20cs 0.201 w 5.65 4.29 135 135 762 579 107 107 604 459 L-(, 2A-2ov 0.340 w 9.55 35.69 0 0 0 0 01 0 0 0 F 20P-19t _ ', 0.050 1 A0 0.70 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.79 0.00 218 30 820 0 97 0' 12 320 0 6 c) AED excursion 46 11 Envelope loss/gain 2636 1707 924 448 12 a) Infiltration 721 232 242 78 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 3357 2169 1165 526 Less external load 0 0 0 0 Less transler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3357 2169 1165 526 15 Duct loads 101% 10% 336 217 101% 10 % 117 53 Total room load 3693 2386 1282 578 Air required (cirri) 170 111 59 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFs7Csoft 2018-Jun-12 09,01 29 Righl-SuileO Universal 2018 18 0 13 HSU24011 page 2 rookeCapt ivaGRS'Lot234ThornbrookeCaptivaGRS rup Calc MJ8 House laces. S DEL --AIR Right-J® Worksheet MUM `AMCOM OM6 Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DELAIR.COM Job: Lot234ThornbrookeCaptiva... Date: 6/12/18 By: JA 1 Room name M.Wc M.Wic 2 Exposed wall 0 it 0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 3.5 x 6.5 It 1.0 x 48.0 If 5 Room area 22.8 ft2 48.0 42 Ty Construction Ll-value Or HTM Area (tt2) Load Area (ft2) Load number B1uh/ft2 °F) Btuh/W) or perimeter (tq Btuh) or perimeter (ft) Btuh) Heat Cool Gross I N/P/S Heat I Cool i Gross I N/P/S Heat I Cool 6 T:::2 12C-0sw 2A-2ov 2B-2fv 13A-2ocs 11 2A-2omd 2A 2oy,__ 12C-0sw' u2A-2ov, 13A-2ocst-G 2A-2ov W 16A-30ad 12C-Osw G 2A-2ov 2A 2oy W T0A-2op$ 13A-2ocs 1 OC-v 12C-0sw' 2A-2ov-. Vjt 13A-2ocs t-C I 2A-2ov u.zu1 n b.65 4.z9 u u u u u u u u 0.580 n 16.30 16.79 0 0 0 0 0 0 0 0 0.340 n 9.55 12.40 0 0 0 0", 0 0. 0.091 a 2.56 2.81 0 6 0 0 0 0 0 0 D 0 0.340 a 9.55 35.09 0 0 tl 0 0 0 0 0 0.201 e 5.65 4.29 0 0 0 6 0 0 0 0 0.340 e 9.55 35.69 0 0 0 0 0 0 0 0 0.032 e s.. 0.90 2.37 0 0 0. 0 0 0 0 0 0.091 2.56 2.81 0 0 0 0 0 0 0 0 0.340 s 9.55 12.50 0 0 0 0 0 0 0 0 0.340 9 55 12.78 0 0 0 0 0 0.201 s s 5.65 4,29 0 0 tl 0,.. 0 0 0 o 0 0 6 0.201 sw 5.65 4.29 0 0 0 0 0 0 0 0 0,340 sw 9.55 8.68 0 0 0 0 0 0 0 0 0.091 w 2.56 2.8 0 0 0 0 0 0 0 0 0.340....w- 955..__.35.69___-___.a0 A o o o r ....._-..a: 0 o 0.201 w 5.65 4.29 0 0 0 0 0 0 0 0 0.3401 w 9551 35.691 01 01 01 01 01 01 01 0 6 c) AED excursion 0 0 Envelope loss/gain 0 0 0 0 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 i Subtotal (lines 6 to 13) 0 1 0 1 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 1 0 1 151 Duct loads 1 10% 10% 0 0 101% 10 % 0 0 Total room load 0 1 0 1 Air required (cfm) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r}+ - . 2018 -Jnn-12 09 u, 29 Right-SuileC) Universal 2018 18 0 13 RSU24011 Page 3AF- R g cook eCaphvaGRS\Lol234ThornbrookeCapt ivaGRS cup Calc = MJ8 House faces: S DEL -AIR Right-M Worksheet NUTM ° AM CNIORWINIM Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO W", SANFORD. FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DELAIR.GOM Job: Lot234Thorn b rookeCapt iva Date: 6/12/18 By: JA I Room name Laundry Kitchen 2 Exposed wall 6.5 It 11.4 It 3 Room height 9.3 It heat/cool 9,3 It heat/cool 4 Room dimensions 6.5 x 6.5 It 1.0 x 134.4 It 5 Room area 42.3 ft2 134.4 It? Ty Construction U-value Or HTM Area (1(2) Load Area (42) Load number Btuh/W-°F) Btulvft') or perimeter Ill) Etuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 V Osw 0.091 n 2,56 2.81 0 0 0 0 0 0 0 0 2A-2ov 2B-2tv 0.340 0.340 n In 9,55 9.55 12,40 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 13A,2ocs 2A-2omd 0.201 0.580 n n 5.65 16.30 4.29 16.79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A -2ov 0.340 n 9.55 12.40 0 0 0 0 0 0 0 iX-biw 2A-2Qv 0.091 0340 e 0 2.56 9,55 2.81 36.69 0 0 0 0 0 0 6 0, 0 0 10 0 0 0 0 0 0 t---G 13A -2ocs 2A-2ov 0.201 0,340 e e 5.65 9.55 4.29 35.69 0 0 0 0 0 0 0 0 107 0 107 0 606 0 460 0 W, ji$A-30ad 0,032 e 0% 2,37 0 0 0 0 0 0 12C-Osw 2A -2ov, 0M1 0.340 s s 2.56 9,55 2.81 12.50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov, 0.340 s S, 9.55 5,65 12.78 0 0 0 0 0 0 0 0 0 tIG t-- 3A-20cs IOC-v ilo-osw 0.201 0.340 0'091 sw Sw w 5.65 9.55 256 4,29 8.68 2,81 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-1-0.34 0 w--9:55 35,69 0 0 o o 0 0 13A-2ocs 0.201 w 5.65 4,29 60 60 341 259 0 0 0 0 t-1, 2A-2ov 0.340I w 9.55 35.69 0 0 0 0 0 0 0 0 it 6 c) A ED excursion 19 41 Envelope loss/gain 522 241 1258 646 12 a) Infiltration 137 44 242 78 b) Room ventilation 0 0 0 0In13Internalgains: Occupants (0 230 0 0 0 Appliances/other 600 1200 Subtotal (lines 6 to 13) 659 8851 1 1501 1924 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 659 885 1501 1924 15 Duct loads 101%1 10%1 66 88 101% 101% 1501 192 Total room load 724 173 1651 2116 Air required (clm) 1 451 1 1 761 Lll Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jun-12 09 01 29 PIC Page 4Right-SL1Ite0 Universal 2018 18,0 13 RSU24011 rookeC apt ivaG R S\ Lo(234 T hof nbrook eGapi ivaG R S rup Calc t, MJ8 HOLISO IaCe,, S j I DEL ,AIR Right-JO Worksheet REUMQ . AM 081401171011010 Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW DELAIR.COM Job: Lot234Thorn broo keCaptiva Date: 6/12/18 By: JA I Room name Dining Pwdr 2 Exposed wall 13.8 it 12.5 it 3 Room height 9.3 It heat/cool 9,3 it heat/cool 4 Room dimensions 1.0 x 301.3 If 6,5 x 6,0 it 5 Room area 301.3 It' 39.0 ftz Ty Construction U-value Or HTM Area (III) Load Area (w') Load number l3(uh(ft2-'F) Btuh/ft') I or perimeter It Q Bt h) f or perimeter (I Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat cool 6 12C-Osw 0.091 n 2,56 2,81 0 0 0 0 0 0 0 0 2A-2ov 28-2fv 0,340 0,340 n n 9.55 9.55 12.40 12,40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VL2 13A,2ocs 0.201 n 5.65 4.29 0 0 0 0 0 0 0 0 1 2A-2omd 0.580 n 16.30 16.79 0 0 0 0 0 0 0 0 T--G 2.A-2ov 1 2C-0 s w 2A,-2oy 0.340 0.091 4.344 n e e 9.55 2.56 55 12.40 2,81 35,69 0 0 0 0 6 0 o 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 t--" 13A-20cs 2A-2ov 0.201 0.340 e e 5.65 9.55 4.29 35.69 93 39 55 0 309 368 235 1376 0 0 0 0 0 0 0 0 0" 0 0 0 0 0 0 12C-Osw 0,091 s 2,56 2.81 0 0 0 0 0 0 0 0 2A -2ov 0.340 s 9,55 12.50 0 0 0 0 0 0 0 0 W 2A -2ov 213Aocs I 1 0.340 1 1 s 9.55 12.78 4.29 0 0 0 1 0 0 0 0 0 0 60 0 60 0 341 0 259 I 3A -2ocs 0.201 sw 65 36 1 4 78 59 0 0 0 0 10G-v 0.340 sw 9.55 8.68 23 23 217 197 0 0 0 0 t 12C-Osw 0M1 w 2.56 2-81 0 0 0 0 0 0 0 0 2A-20v 0L340 W 9.55, 35.69 0 0 A 0 0 0 0 13A -2ocs 0.201 w 5,65 4.29 0 0 0 0 56 47 264 200 t-" 2A -2ov 0.340 w 9.55 35.69 0 0 0 0 9 0 87 325 FL120-0sw OMI 256 17-0 89 67 172 116 0 0 0 0 n I inn A "lon in*OAI it AR I 941 1 h,ri I ni n I n n I 20P-'19t - 1 7 1,40_,,_ V0 0--- Q 1 10 0 0 0- 0If F I 22A-tp! 110,950 0.989 27.79 0,00 301 14 384 0 39 13 347 0 6 c) AED excursion 501 136 Envelope lossigain 1785 2225 1054 948 12 a) Infiltration 293 94 263 85 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants (R) 230 1 230 0 0 Appliances/other 0 01 Subtotal (lines 6 to 13) 2078 2549 1316 1033 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2078 2549 1316 1033 151 Duct leads 1101% 10%1 208 255 101% 10% 132 103 Total room Iaad 2286 2804 1448 1136 Air required (chn) 105 1301 67 53 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, 4- 2018-Jun- 12 09 01 29 Right -Suited Universal 2018 18 0.13 RSLJ24011 Page 5 rookeGapItvaGRS\Lo1234 rhornbrookeCaptivaGRS rUP Calc - MJ8 House faces S DEL -AIR Right-JO Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web. WWW,DELAIR.COM Job: Lot 234Th orn b roo keCapt iva Date: 6/12/18 By: JA I Room name OPENTOBELOW 8DRM2 2 Exposed wall 32.0 It 26.0 It 3 Room height 9.0 It heaticool 9.0 It heat/cool 4 Room dimensions 15,0 x 17.0 It 15.0 x 11.0 It 5 Room area 255,0 ft2 165.0 42 Ty Construction U-value Or HTM Area (h') Load Area (((2) Load number BIuh1It1-'F) EItUh/ft') or perimeter (ft) EU3 I 11) or perimeter ft) Etuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V- 120-OSW 0,091 n 256 2.81 135 95 243 267 135 105 268 295 2A -2ov 0.340 n 9.55 12,40 0 0 0 0 30 0 287 372 2B-2tv 0,340 n 9.55 12.40 40 0 382 496 0 0 0 0 13A -2 ocs 0.201 n 5.65 4,29 0 0 0 0 6 0 6 0 1 2A-2omd 0.580 n 16.30 16.79 0 0 0 0 0 0 0 0 2A-2ov 0.34 n 9.55 1240 0 0 0 0 0 0 0 0 Y-G12C-Osw U91 0 2,56 2.81 153 153 391 430 0 6 0 0 2A-2ov 0.340 e 9,55 35.69 0 0 0 0 111110 0 0 0 t-" 13A-2ocs 0,201 e 5.65 4.29 0 0 0 0 0 0 0 0 2A-2ov 01340 e 9,55 35,69 0 0 0 0 0 0 0 0 Y 16A.30adOM 2.37 0 0, 0 O o 0 0 0 12C-Osw 0.091 s 2.56 ZRI 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.55 12.50 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.55 12,78 0 0 0 0 0 O 0 0 5.66 4,29 0 0 0 0 0 6, 6 UJ I 3A-2ocs 0.201 sw 5.65 4,29 0 0 6 0 0 0 0 0 I OC -V 0,340 sw 9.55 8.68 0 0 0 0 0 0 0 0 12G-Osw 091 w 2,56 2,81 0 0 0 0 99 99 253 278 U40 W,, 9,55 35.69 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.65 4,29 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.55 35,69 0 0 0 0 0 0 0 0 120-08w 0.091 2.56 1,72 0 0 0 0 0 0 0 0 0 31V in Ao,$6 11,88 0 0 0 0 0, 0. 0 C 16B-38ad 0.026 0,73 1,40 255 255 186 3M 165 165,, 231, r" XP.4 % , 0.0% 11,40 0.70 0 0 0 0 Q 121 0 0 F 22A-tp1 0,989 27.79 0.00 0 0 0 0 0 0 0 6 6 c) AED excursion 361 28 Envelope loss/gain 1203 1514 929 1149 12 a) Infiltration 651 209 529 170 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1853 1724 1457 131910Lessexternalload000 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1853 1724 1457 1319 15 Duct loads 21% 31% 380 537 21%1 31%1 2991 411 Total room load 2233 2261 1756 173JO Air required clm) 103 105j_ 81 080 Calculations aperoved by ACCA to meet all re2uirements of Manual J 8th Ed. 201 8-Jun- 12 09 01 29 Right Su,100 Universal 2018 18 0 13 RSU24011 Page 6 rookeCapt ivaG R SA-ol 234 T hornbrookeC ap[ ivaGR S ritti Calc = MJ8 House faces S jDEL-AIR Right -JCS Worksheet WAMM' AM MM"""U" Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISGO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web: WWW.DELAIR.COM Job: Lot234ThornbrookeCaptiva Date: 6/12/18 By: JA I Room name BTH2 LOFT 2 Exposed wall 8,5 If 24.5 It 3 Room height 9.0 It heaticool 9.0 It heat/cool 4 Room dimensions 6,5 x 8.5 It 1.0 x 420.5 It 5 Room area 55.3 W! 420.5 W Ty Construction U-value Or HTM Area (w) Load Area (ft2) Load number BtUh/(t1-'F) StL It?) or perimeter (1t) Bt 11) or perimeter (It) Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 2A- 2ov 2B- 2fv 0. 091 0, 340 0340 n n n 2, 56 9, 55 9, 55 2, 81 12, 40 12, 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A, 20cs 0.201 n 5.65 4,29 0 0 0 0 0 0 6 0 2A - 2omd 0.580 n1 16.30 16,79 0 0 0 0 0 0 0 0 2A- 2ov n 1 2,40 0 0 0 01, 0 0 0 iti n nql P P. PC A PAfl n 61 61 01- q q Aq 17a 1M t- G 13A - 2ocs 0101 e 5.65 4.29 0 0 0 0 0 0 0 0 2A- 2ov O.340 e 9,55 35.69 0 0 0 0 0 0 0 0 W_ ,, 16A,-30ad 0,032 e 0.90 2,37 0 0 0 0 O. 120- Osw 0,091 s 2.56 2,81 0 0 0 0 59 59 150 164 T: CG, 2A -2ov 0.340 s 9,55 12.50 0 0 0 0 0 0 0 0 2A- 2ov 0,340 s 9.55 12.78 0 O 0 0 0 0 0 W -- A-2pos , 0 2011 s 5 65 4,29 0, 0 0 0 0-- A b t--" I 3A-2ocs 0,201 sw 5.65 4.29 0 0 6 0 0 0 6 6 I0C- V 0.340 sw 9.55 8.68 0 0 0 0 0 0 0 0 i2c- 0sw 0.091 w Z56 2.81 77 71 180 196 6 1 3 63 161 177 2A- 2ov, 0,340 w 9.55 35M, 16 0 214 o- 0 0 o 13A- 20cs 0.201 w 5,65 4.290 0 0 0 0 0 0 0 t-- G 2A-2ov 0.340 w 9.55 35.69 0 0 0 0 0 0 0 0 IW- Osw 0.091 2.56 L72 0 0 0 0 0 0 0 0 t11 00 , 0.90 n 1096 1 IM 0 4.. Q 0 0 0'- Q 0 C 168 -38ad 0,026 0,73 140 55 55 40 77 421 421 307 590 2OP- 19"t 0.050 1,40 010 Q 0 0 0 0 0 0 F 22A-tpl 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) A ED excursion 91 107 Envelope loss/gain 278 581 10811 2303 12 a) Infiltration 173 56 498 160 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ olher 01 0 Subtotal ( lines 6 to 13) 451 636 1579 2464 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 451 636 1579 2464 151 Duct loads 1 21% 3 92 198 21%1 310 3241 768 Total room load 2T 543 835 1 1903 3231 Air required (cfm) 251 39. 881 150 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4- 2018-Jun-12 09 01 29 AC( Riqht-SuileO Universal 2018 18 0 13 RSU24011 Pa!Kg e 7 rookeG ap(ivaGR S\1 Lot 234T horr ibrookeGapl ivaGR S rup Calc = MJ8 House faces S DEL. -AIR Right-JO WorksheetOW A81911MOMM Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot234Thorn brookeCapt iva... Date: 6/12/18 By: JA 1 Room name BDRIV13 BDRM3WIC 2 Exposed wall 22.0 It 5.5 If 3 Room height 9,0 If heaticool 9.0 it heat/cool 4 Room dimensions Its x 10.5 If 5.5 x 5.0 It 5 Room area 120,8 W 27,5 ft2 Ty Construction U-value rOr HTIVI Area (l Load Area (fr) Load number BtUh/ft2-1F) Stuh/ftj or perimeterter (ft) Btuh) or perimeter (fl) Btuh) Heat I Cool Gross I N/P/S Heat I Coal Gross N/P/S Heat I Cool 6 0.0911 n 2,56 2.81 0 0 0 0 0 0 0 0 T 12C-Osw 2A-2ov 0.340 n 9,55 12,40 0 0 0 0 0 0 0 0 2B-2fv 0,340 n 9.55 M40 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 5.65 4.29 0 0 0 0 0 0 0 0 11 2A-2omd 0.580 n 16.30 16,79 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.55 12.40 0 0 0 0 0 0 A t--G 1120-0sw U91 0 2,56 2.81 95 80 203 223 0 0 0 6 0 2A-2ov 0,340 e 9,55 35.69 15 0 14.3 535 0 0 0 13A -2ocs 0.201 e 5.65 4.29 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 9.55 35,69 0 0 0 0 0 0 0 W 116A-3W 0,032 0- OX 2.17 0 Q 0 0., f 0 0 0 Q. 12C-Osw 0.091 s 2.56 2.81 104 89 226 249 50 so 127 139 2A -2ov 0.340 s 9.55 12.50 0 0 0 0 0 0 0 0 2A -2ov 0.340 s 9.55 12.78 15 11 143 192 0 0 0 0 W wi2ocs 4 0 6 6 0 0 6 Vpl 13A-20cs 0.201 sw 5.65 4.29 0 0 0 0 0 0 0 0 10C-v 0.340 sw 9.55 8.68 0 0 0 0 0 0 0 0 12C-Osw 0,091 W 2.56 2,81 0 0 0 0 0 0 0 0 t-G, 2A72ov 0.340 W-1- 9M 35M 0 0 0 0 0 0 0 a0 t-G 13A -2ocs 0,201 w 5.65 4.29 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9,55 35.69 0 0 0 0 0 0 0 0 1210-0sw U91 2-% 112 0 0 0 0 0 0 0 0 IIDO U90 n 0 0 0 C 16B38ad 0.0126 0.73 1,.40 121 121 88 28 28 210 39 F 20P-19t 9,950 jAQ Qt7b 1 11 1 1 6 6 8 4 F 22A-tpl 0.989 27.79 0,00 0 0 0 0 0 0 0 0 6 c) AED excursion 31 5 Envelope loss/gain 805 1338 155 177 12 a) Infiltration 447 144 112 36 b) Room ventilation 0 0 0- 0. 13 Internal gains. Occupants @ 230 0 0 0 01 Appliances/other 0 0 Subtotal (lines 6 to 13) 1252 14821 267 213 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1252 1482 267 213 151 Duct loads 1 21% 31% 257 462 21%1 31%1 55 66 Total room load 1"1 1943 321 280 Air rerjuved (olm) 691 90 15 13 Calculations eteeroved by ACCA to meet all requirements of Manual J 8th Ed. 4- 2018-JUn- 12 09 01 29 Right-SL11le0 Universal 2018 18 0.13 RSU24011 page 8 rookeC apt ivaG R S I ot 234 Thornbrook eCapt ivaGR S rup Calc = MJ8 House faces S DEL AIR Right-JO Worksheet Mnrws.amcurt"MMIR Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW DELAIR.COM Job: Lot234ThornbrookeCaptiva... Date: 6/12/18 By: JA 1 Room name BTH3 2 Exposed waJI 18.5 If 3 Room height 9.0 It heat/cool 4 Room dimensions 6.5 x 12.0 It 5 Room area 78.0 ft2 Ty Construction U-value Or HTM Area (Itz) Load Area Load number (Btuwft2- °F) (Bluh/ftz) or perimeter (11) (Btuh) or perimeter Heat I Cool Gross I N/P/S Heat I Coal Gross I N/P/S Heat I Cool 6 120-Osw 0.091 n 2.56 2.81 0 0 0 0T-0., 2A•2ov 0.340 n 9.55 1240 0 0 0 0 2B-2ty 0.340 n 9.55 12.40 0 0 0 0 13A-20cs 0.201 n 5.65 4.29 0 0 0 0 11 2A-2omd 0.580 n 16.30 16.79 0 0 0 0 2A-2ov 0.340 n 9.55 12.40 0 0 0 0 12G-Osw 6.09i a 2.56 2.81 0 0 0 0 C 2A-20v 0.340 e 9.55 35,69 0 0 0 0 y! 13A-2ocs 0.201 e 5.65 4.29 0 0 0 0 L ---G 2A-2ov 0.340 e 9.55 35.69 0 0 0 0 W 1rA-30ad. 0.032 e 0,9f1 2,3T 0 O 0 0 12C-Osw 0.091 s 2,56 2,81 59 51 129 142 2A-2ov 0.340 s 9.55 12.50 8 7 76 100 2A-2ov 0.340 s 9.55 12.78 0 0 0 0 0.Mi s 5.65 4.29 0 0 0 0 vl! 13A-2o(cs 0.201 sw 5.65 4,29 0 0 6 6 C I0C-v 0.340 sw 9,55 8,68 0 0 0 0 12C-0sw 0.091 w 2.56 2.81 108 108 276 304 0.3310 w_- . 9.55 . 35.69 0 0 0 0 t-G 13A-2ocs 0.201 w 5.65 4.29 0 0 0 0 2A-2ov 0.340 w 9.55 35,69 0 0 0 0 R 12C-Qsw 0.091 Z56 1.72 0 0 0 0 1i, p M . .. .. 0.390 . n.:. ...10.96 11 0 0 0 q G 16s-38ad 0.026 0.73 1.40 78 78 57 109 F 20P>19K . .. 0.050 1.40 0.70 0 1. 0 0 0 F 5)9A-tni n QAa 5>7 7q n nn n n n n 61 c) AED excursion 1-7 Envelope loss/gain 539 648 12 a) Infiltration 376 121 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 915 769 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 915 769 15 Duct loads 21% 31 % 188 240 Total room load 1103 1009 Air required (cfm) 51 47 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoV*- 2018-Jun-12 09:01:29 AG P. "^"` •"" ' w't Right-Suile llniverSa( 2018 18 0 13 RSU24011 Page 9 wokeCapt ivaC RSALot234Thor nbrookeCapt ivaGRS-sup Calc = MJ8 House laces: S jQEL-AIR Duct System Summary Job: Lot234ThornbrookeCapt Date: 6/12/18 HFATRIG - AM 0011,11INT110MM Entire House By: JA DEL AIR HTG, A/C & REFRIG. INC 531 GODISCO WAY. SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web: WWW OELAIR,COM For: Taylor Morrison 588 Red Rose 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 0.139 in/100ft 1140 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.139 in/100ft 1140 cfm 172 ft Name Design Btuh) Htg cfm) Cig cfm) Design FIR Diam in) H x W in) Duct Mail Actual Ln (ft) Fig, Eqv Ln (ft) Trunk BDRM2 h 1756 81 80 0.292 7.0 OX0 VlFx 12.2 70.0 BDRM3 c 1943 69 90 0.259 6.0 OX0 VlFx 22.8 70.0 BDRM3WlC h 321 15 13 0.265 4.0 Ox 0 VlFx 20.6 70.0 B7H2 c 835 25 39 0.316 4.0 Ox 0 VlFx 5.9 70.0 BTH3 h 1103 51 47 0.295 5.0 Ox 0 VlFx 11.3 70.0 Dining c 2804 105 130 0.181 0 OX0 VlFx 42.3 90.0 Stl Family/Great rm h 4325 199 150 0,139 8.0 Ox 0 VlFx 67.3 105.0 st2 Kitchen c 2116 76 98 0.183 6.0 Ox 0 VlFx 41.0 90.0 SO LOFT c 3231 88 150 0.272 7.0 Ox 0 VlFx 18.4 70.0 Laundry c 973 33 45 0.191 4,0 Ox 0 VlFx 35.6 90.0 Stl M.Blh h 1282 59 27 0.180 5.0 OX0 VlFx 43.1 90.0 Stl M'Wc C 1 0 0 0.142 4.0 Ox 0 VlFx 64.5 105.0 st2 M'Wic c 1 0 0 0,181 4.0 OX0 VlFx 42.3 90.0 sit Master bdrm, h 3693 170 ill 0.144 8.0 OX0 VlFx 61.1 105.0 st2 OPENTOBELOW c 2261 103 105 0.254 6,0 OX0 VlFx 24.6 70.0 PwdF h 1448 67 53 0.193 5.0 Ox 0 VlFx 34.4 90.0 stl Trunk Htg C1g Design Veloc Diam H x W Duct Name Type cfm) cfm) FR f pm) in) in) Material Trunk st2 Peak AVF 369 261 0.139 470 12.0 0 X 0 VinIFIx Stl Stl Peak AVF 709 615 0.139 663 14.0 0 x 0 VinIFIx wrightsoft- 2018-Jun- 12 09 01 30 Right-Su-IeO Universal 2018 18 0 13 RSU24011 Page I rookeCaptivaGRS10234 T hornbrookeCaptivaGRS rup Calc , MJ8 House faces S Name Grille Size (in) Htg cf M) CIg cf M) TEL ft) Design FRTO Veloc f pm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl Ox 0 1140 1140 0 0 1 0 Ox 0 VlFx wrightsoft, 2018-Jun-12 09 01 30 Right -Suited Universal 2018 18 0 13 RSU24011 Page 2 fookeCaptivaGRSLo1234ThofribrookeCaptivaCRS f(jp Calc -- MJ8 House faces S 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot234ThornbrookeCaptivaGRS Builder Name: Taylor Morrison Street: 588 Red Rose 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 any gaps in the air barrier shall be sealed, shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated, Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend bebiL)d Q4QIng and wir q ug Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer Caulking or other adhesive sealants shall not be used to fill voids between fire sorinkler cover olates arid walls or ceilinas a. In addition, inspection of log walls shall be in accordance with the provisions of ICC 400 6/12/2018 8 54 AM EnergyGaugeO 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: 0 This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). 0 Energy Performance Level (EPL) Display Card (one page) 0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) El If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 6!1212018 8:53:56 AM EnergyGaugeg - USRCSB v6,0 Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot234ThornbrookeCaptivaGRS Builder Name: Taylor Morrison Street: 588 Red Rose Lane Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 1989 sq.fL Cond. Volume: 18299 cu ft. Envelope Leakage Test Results Regression Data: C n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017: Tested ACH(50) * : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489,105(3)(f), (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. 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 beat 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: vliE S T4 IV 0 0 R 6/12/2018 8 54 AM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods 588 Red Rose 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 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (9) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after Creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, 6. Supply and return registers, if installed at the time of the test, shall be fully open, R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakage\Nindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfrn per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRG 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. 6/12/2018 8:54 AM EnergyGauge() USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402,1 .2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2,0 cfm (0.944 L/s) 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, R403.1 Controls. SECTION R403 SYSTEMS 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/RESNETIICC 380 by either individuals as defined in Section 553,993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handier enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g, (25 Pa) across the entire system, including the manufacturer's air handier enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums, R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 oC) or below 55°F (1 3'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, R403.51 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible, R403.5,11.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 6/12/2018 8:54 AM EnergyGauge(P) USA - FlaRes2017 - FBG 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60'C). R403.5.6.1.2 Shut down, A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404,2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2. 1, R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal, and 2. Be installed at an orientation within 45 degrees of true south, R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating, R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6,1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-1 1 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 CFM/WATT) AIRFLOW RATE MAXIMUIV CFM) Range hoods Any 2.8 cfrn/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 cfrn/watt T-Any For SI: 1 cfm = 28.3 L/min. a, When tested in accordance with HVI Standard 916 6/12/2018 8:54 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity, Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1 .1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory), Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10'C), and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4,8'C). R403,10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403. 10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403,10.2 Time switches, Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems, 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21,56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 6/12/2018 8i54 AM EnergyGaugeD, USA , FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (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. 6/12/2018 8 54 AM FnergyGauge(0 USA - FlaRes2017 - FBC 6th Edition (2017) Cornplia Page 5 of 5 t I i l I I 2--F& f M AT rd3os3MSkW. AT T-t E F6 At 7-6" R r. Wii tlNl a&'.IV FP. f FUW FF'E Ei i TO Mac ea Oa QI BEDROOM 2 I g S'- FLAT CLQ 12x6 lwcd 80 4. ro l2xl ro % FLOWroaFaa6FF.R£ 3" bath duct la" E'3E to roof or wall cap w/fon F rg&—T 12x12g tOx6 lwcd 4" 105aaTl1 B Nutone 696RNB al Ail 846 1 we Fau6 2 8 rag LET tr-O' FLAT CL2-12x6 1 wcd o'-a' rur aG. O K 150 rdy Mws 4 e r av 1202 ragk a BATH TO 10x6 1 d5 45 Y-, 10x6 wcd Y R 4 • a g0 IIE afi 3 7-46-6 g tt' 6"r4t'-i' Spl 9 9FLAT QG. 7" TbIP.. s W. At TO 14 afAt5 Ssrd 8x4 wcd 1 3. 0 TON W/5KW 0240V lPH SAT"-V f 18xl3 Alen I iplotformbylbldr I scale : 1/8"=1'0" S I I I € I I I I I I I I cB6t tO 6FET ffi2FCKLFMFL0CR Z I aff. 42" x42" A/C Slab By Builder Min. 1 i 2' from wall Q I 3.Mbt 1 EO. AT t4 it t s2ES6 I \ 3" bath duct to wall cop w/ fan Nutone 696RNB 4" dryer duct to wall cop w/ dryer vent box 3 bath duct to wall CGQ w/ fan Nutone 696RNB 3D x< s491 Transfer ducts/grilles sized in compliance with Florida Residential Building Code - M1602.4 Balanced Return Air, exceptions 1-3. Builder must provide unrestricted 1 inch undercut on doors to habitable rooms. Vdler Musthaveaminimumclearanceof4inchesaroundtheairper the State Energy code.All duct has an r=6 insulation value. AM PatSt pgif ! f.EAD BFLC 3 4' F• AFF.. LLJ O ul u7 . Z AT HW£ C££F6 9410ft F XA0 DOW W BUXX COfNSE V QY5 H E404N f*=aT OPT. qV raT xxug LE6. F6T 4 7" kitchen vent to roof or wall cap 01 L i t L C 0 C, S cs r d Zto 00 00 LU t N In Q0 Z 0 f) 0- CY LLJ 0 0 0 j F n-- It O C d Q Z 0 i t0 00 W Z Z Q F- 0 ca L 3: d 1 a t m n i C1 STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC- HOLDER: JOSEPH STRADA 3400 St Johns Pkvry NEC 2411 IFBC 107 SANFORD,FL 877-906-1113 STRADA ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5-8-2012 MODEL: CAPTIVA BUILDER TAYLOR MORRISON SUBDiVISON VOLTIAMPS LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 1 9418 Includes Heat Pump and Heat Strips on together @100%. Square feet living area 1 19891 3 voluam s 5967 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 0 Cooktop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 mi$c TOTAL OTHER LOAD 32567 FIRST 10KVA@100% 10.000 REMAINDER @ 40 J 9027 LARGESTLOAD 9418 TOTAL LOAD 1 28.445 V.A./ 240VOLTS= 1 119 SIZE _ RECOMMENDED I 150 MINIMUM PER 150 SERVICE SIZE: NEC 2 4032 10000 6500 0 2.5 5040 10000 6500 0 3 5280 10000 6500 0 3.5 6168 8000 5200 0 4 6888 8000 5200 0 5 8160 10000 6500 0 KW SETUP 0 TON OTY KW 1.5 2990 5000 3250 0 2 4032 5000 3250 0 2.5 5040 5000 3250 0 3 5280 5000 3250 0 35 1 6168 5000 3250 9418 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 9418 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. DESCRIPTION AS FURNISHED: Lot 234, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Poqes 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. Ok to construct single famll)f home with setbacks and impervious area show - C enonplan. CA 5, 05Ktiq *7, V,070 5,00' QI Lit O LOT 2,33 5.00' 0 _ _ 177.14 -- - - - - IOWA AVENUE R/W VARIES) N 89"58'00" E 40. 00' LANDSCAPE & WALL, FENCE ESMT. Z 34.80' LOT 234 1 16. 0' LANAI 00 5.00* 30.0' PROPOSED RESIDENCE a: MODEL: CAPTIVA Q) ELEV - INCLUDED 2 CAR GARAGE RIGHT O LOT 235 0) 5.0, s a "P. ENTRY 8.7' of 25.20 E DRIVE 10, UTIL. WALK CURB N 89"58'00 " E 40.00' C-f L-7REDROi-D-C-1 IA NE 50' UTILITY & ACCESS RIW) TRACT I O 9 PROPOSED - FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS 9U1LQ(UQ 2fmgAS: PROPOSED DRAINAGE FLOW FRONT - 25' LOT GRADING TYPE A REAR = 15' PROPOSED Fr. PER PLANS = 23.2' SIDE = 5. 0' SIDE CORNER - 10' PROPOSED GRADE PER CONSTRUCTION PLAN LV I - 4,OUV kj.r I. LIVING - 1,157 SO -FT, GARAGE - 451 so , In I ENTRY - 74 SOIF[I LANAI = 128 SQ'1-7 BREEZEWAY- NIA SQ.FT. DRIVEWAY - 403 SO. F1 A/C PAD = 9 san WALKWAY = 75 SOFT. IMPERVIOUS - 47.9 x 2.297 SOFT. 4W)r) . 5, sin i 1; 0 - rf RIW = 440 SOFT. APRON - 112 SOFT. PLOT PLAN ONLY"'' SIDEWALK 200 SOFT. NOT A SURVEY) Soo 12,5 SO.FT. PROPOSED INFORMATION SHOWN ARR:=- 5,240 SOFT. BASEDON SUPPLIED PLAN DRIVEWAY 515 so. F T. AND/OR INSTRUCTIONS PER SIDEWALK 275 SQJr_1 CLIENT FIELD VERIFIED SOD 2,631 SQ,F!_ CRUSENHEYER -SCOTT & ASSOC, 1JVC - LA.IVD SUi VEYORS_ LEGEND LEGEND - P • PLAT PJX' : POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F r IELD TYP. • TYPICAL, NOTMt 1P MGM PIPE PJLC. A POINT OF REVERSE CURVATURE I. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF F: •1RaM ROD PCz. • POINT OF COMPOUND CURVATURE PROFESSIONAL SURWYORS AND MAPPERS IN CHAPTER 3J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472,027. FLORIDA STATUES C.M. CONCRETE MONUMENT RAD. • RADIAL 2, UNLESS CAMOSSW MTN SURVEYOR'S SIGNATURE AND ORIGINAL RAISED FEN.. TARS SURVEY MAP OR COPIES ARE NOT MIX SET I.R. • I/Z' I.R. w/#Ll 4596 HR. NON -RADIAL 3 THIS SLIMY WAS PREPARED FROM ME INFORMATION FURNISHED TO THE SURVEVR THERE AMY BE OTHER RESTRICTIONS REC. RECOVERED WPI WITNESS POINT P CALL, CALCULATCD OR MUCHTS THAT AFFECT MIS PROPERTY. POINT Of BEGINNINGP FRCHPOINTorCOMMEP.R. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. I. E.T ERMANENT REFERENCE MONUMENT RELIED ON AN HER C UTY I CENTERLINE FF. FINISHED FLOOR ELEVATION S. nil$ SURVEY IS pRV%Rfo FOR THE SOLE BENEFIT OF THOSE CFRIJFIEG TO AND SHOULD NOT BE REV UP BY Y 07 N N& D NAIL & DISK 84.L, BUILDING SETBACK LINE & DIMENSIONS SHOWN FOR INC LOCATION Or IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES, P/ W RIGHT-OF-WAY B.M. • BENCHMARK 7, BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE &FARING (9,8.) C SMt. a EASEMENT B.B. •BASE BEARING GRAIN. DRAINAGE & ELEVATIONS, F SHOWN, ARE BASED ON NATIONAL G=E77C DATUM OF 1929, UNLESS OTHERWISE NOTED. UTILI • UTILITY 9, CERTIFICATE Or AUTHORIZATION Na. 459IL CLFC. CHAIN LINK FENCE 'Mrc. WOOD FENCE 20 DRAWN BY: C/o • CONCRETE BLOCK SCALE F. C.OINT 0 GCNCY E PONTOFFCT'M'RV'HJR CERTIFIED RY: LIATE ORDERNo. DESCI RDESCRIPTION - D RADIUSjo 19- 18 L APC LENGTH PLOT PLAN 06-05-2018 D • DELTA C CHORD Ca CHORD BEARING NORTH THIS RUILDINGIPROPERTY OOES.NQT UE WITHIN THE ESTABLISHEO 100 YEAR FL000 PLANE AS PER "FIRM" GRUS,L MR, R.LS. 1 4714 ZONE " X' MAP I 12117C 0055 F 4 W. SCO , R.L.S 1 4801 s _ . _ _ _ j s i 3"YJ.r.S7Px(Pf{C'f <tiii fSXO,^., • _ f - E Auv gz- J k i/!},-' o.Q.cC'f F ram_». _._ _-{} E•`• _ _• } "• - BATH TAYLOR MORRISON HOMES THORNBROOKE S.F. COT 234 ; HOUSE TYPE: CAPTIVA z W WATER SOFTENER 1ST FLOOR - i i TAYLOR MORRISON HOMES THORNBROOKE S.F. LOT 234 HOUSE TYPE: CAPTIVA W WATER SOFTENER 4 2ND FLOC R y _ s r Y' i s 5 4 _ - _ — .. - - - - _ - . - .- - . r City A. of Sanford Building and Fire Prevention Product Approv#l-§ ecification Form SANFORD Permit # 8 - 2 7 3 7"0 - AWO Project Location Address Captiva- 588 Red Rose Ln., Lot 234 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal) 1. Exterior Doors Swin In herma Tru Swinging Ext. Door (front door) FL20461-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.06 Sectional Windsor Garage Doors Sectional Ext. Door single & DbI FL15080.R3 Roll Up Automatic Other 2.Windows Sin le Hun MI Windows Single Hung 53 1/8"X72 Non -Impact FL 1 7676.2, .9, .16 Horizontal Slider Casement Double Hung __ Fixed MI Windows FL 18 644.4 Awning Pass Throuqh Projected Mullions MI Windows FL18504.2 Wind Breaker Mullions Dual Action JLI ne 2014 Category / Subcategory I 3. Panel Walls Siding _ Soffits Storefronts Curtain Walls _. Wall Louver I Glass block Membrane Greenhouse Manufacturer Alpha Aluminum, Inc. Product Description _ Soffits Florida Approval # includingdecimal)_ FL16544-R3 __-__ — E.P.S Composite Panels Other 4.Roofing Products Asphalt Shin (@s CertainTeed Shingles FL5444-R12 Underlayments InterWrap, Inc. Underlayment's FL15216-R3 Roofinq Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofincq tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofinq slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Roof Vents Millennium MMI-2 Off Ridge Vent FL19567-R1 Other June 2014 2 1( N Category / Subcategory Manufacturer Product Florida Approval # DescriDtion (include decimal) S.Shutters Accordion Bahama Colonial Roll up Equipment Other 6. S kfi ht s Skylights Other T. Structural Wood Connectors Anchors Truss Plates ITW Building Componets Truss Plates FL1999-R6, A En ineered Lumber Railing____, Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products VAC Tie Down BIVIP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2011 Project: 9A6/9A7 THORNBROOK Model/Building: 198SE Lot Alt: 02A Lot: 234 Block: Unit: Address: JobNumber: N333547 Revision Date: New Load #: RB01 CONTRACTORSCARPENTEROFAMERICA, 00 AVENUE HAVEN,WINTER s• DA 33880 s IRIS Dwi; PREPARED FROM COMPUTER INPUT (,OADS A DIMENSIONS; SUBMITTED BY TRUSS $FR. sad STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES StrongbaCK Bridging Guidelines for Roof Trusses strongback bridging for roof trusses is not a requirement of ANSi-T3 1 ' -2002 but it is a strongly recommended gulde-Ine by Carpenter Contractorsctors of A,,ie,ica. It serves the following two functions: I} Bridging aligns the bottom ctords after they are set so they are uniform d10119 the Ceiling line. This, in turn helps Mir'10117e wavy ceilings' after the installation of drywall. 2) Bridging helps planlng-out, the transitional or relative def'ection 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 '4 inch. Slroo3l"ck bridging in roof trusses does not serve as temporary or cemanent bracing and IS not intended to help distribute or S hare 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 nave more than U J%,n differential deflection. S-RONGBACKS SHOULD BE ATTACHED TO, WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGeACKS Sl;,ALL BE A MIAINMtM Of 2X6, AND SHALL BE ATTACHED Y17H A -INIMUM OF THREE 16c COMMON OR (3) 0.132 X 3' GUN NAILS TO A 214 VERTICAL VEB MEMBER The graphic Shown on this detail is for generic illustrative Purposes only. The exact location Of strongbact bridging will be specified by Carpenter Contractors of Arica. The use of strongack bridging shall in no way Interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nallilng requirements shown are consistent with ANSI/TPI 1-2002 for strongUacIk bridging. N,T.S -Not To Scale) Design Crit: TPI-20O2(STD)/F8C PLT TYP. Wave rn iPT=- 00 f I Q-Ty FL - 1 F C LL PSF REF R081- 48357 TuLII 0 TC DE PSF DATE 07/28/09 BC 0 L PSF ORW icusRo8i 09209398 T. 52212 BC LL PSF HC-ENG DR/DR ALPINE TKII 11 01`.LD, P57 AR36 1rW 8.4dig C-P-.- Q-' MC STATE OF DURJAC. FROM H.i-L 3M4y F1 COA $0 278 Jul SPACING JREF- 1TTQOE1_ZI8 HU/HUC/HSUR/L Hangers A HUarl(j HU(', products are heavy-duty made from I 4-gdLJqe galvanized steel. The HUC is a concealed flange, (face flanges ',,jrn(,A in) version of the HU HL, is available with both flanges concealed, provided the W dimension :s 2Y,6" or greater, it 100% of the table load. S;1 ify HLJC, i it- is available with one flange concealed when 'lie W dlrne:slor is k)fs than 2-Vr," at 100% of the table load, Material: '4 gauge Finish: GaKantzed; ZMAX' and stainless steel availat-Ae Installation: Drill the ',in%diarneter hole to the srex,,rfied err bedinent depth plus 1,'2% Alternative*,, &I the Y-G%diarneter hale to the, sr-AwAied embedment offAh and t4cm it (-,Van wirq all. Caution. OvelsV(xjjlalnetor holes in the bast" ri'llenal will ,ectice or (Amirate the ire chanical interlock of the, tt-reads with the base material inc mll rjduce the anchor's loal I (;at)a(;ity- A j A nrnimurri end and edge distance of I 1,i" is re(Il tired, Options: Codes: See p. 14 for Code Reference Key Chart HUC410 a. HU214 HUC410 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall 279 Simpson Strong -lie' Wood Construction Connectors SIMPSON HU/HUC/HSUR/L Hangers (cont.) I* Those worjucls ere walaAe wth ndriitionat c x asioo proleclion. F,,- IrKIrC infonration, S"-- P- :8- A i. uAc loam, have been aureasod for earlIXI,ralke, or wnd wit- f'o f,arror tax Is al"'Wod; "v 2. Mnanr, f",, - 2,500 psi and ninmm - 1,500 3 WO Modelsu, lk, Oare flang, s rruht or lb" n";e.k"i flat'g, w, " X' e no! stock hers. A Fw, te 280 UPDATED 04117117 HU/HUC/HSUR/L Hangers (cont.) SIMPSON W These prc7duCCS are av:,,ilaW, vnlh ado;tlnt-,al co-rision F 3r more information, see p. 18. OJAI', (cads havezy"u) ,, ,owsec -, 0, dulalkoi wits; no firlttvr n'joaso s 3.,M'el only one `anqe ;s cc.,x,ealec W-evfy,ghl o, left :Iolx&ale-- wlh'X"are UPDATED 04/17117 281 S1SimpsonStrong -Tie Wood Construction Connectors MI& MPSON OURU11 Face -Mount Joist Hangers Allf# This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features, 114,.- AD hangers in this eves have, double shea! ('all fig — an innovaiton that ostributes the load ',h-ough two points on each joist nail for grealor si,erlqth. This allows for f(swor nails, faster installation, and the use of all common nails lot the same cot inect ot I, Douce -shear hangers range from 'be light ('aracity LUS hangers tc the hiahest capacity FIGUS hangers, I of medruni bad truss applications, the MLJS offers a lower cost afternative, and easier nst jatj(ln than t,ie HUS of THA havgois, while providing greater load capacity and boating than the LUS. HG(10 hangers provide sirnkfir rapadtins, as HGUSdruhle-shear hangers but they use Simpson Strong-Tioll S',,rong-Drrve,1 SDS I leavv-Duty Connector screws instead of nails for faster and oaster installation, In addition, theie Strong -Drive SDS Heavy -Duty Connector screw,,, help transfer the load hmwen the pries of the SLIV)P011ing girder when they pe,)elrate all oik.s. Material; Soo tables on pp. 236-237 Finish: Galvanized. Some products avollark in stainless steel or 7VAX'r coating, ; < see Corrosion Information, pr., 1518. Installation: Use all ipeci'led fa, font!s: see General Notes. Nails must be on en at in angle through the lost or truss into the horroor to achieve the table loads. Arong firive, SDS f-leay.,-r),jty (k)nr".Jor screws are, supplied with the I-1GUQ, bo trickness of'lK,, supporting prclot must be ocuaill to or gloater than the, screw length for ap[Ac.alrons where the I, j,gtb of the supplied s(rew,,i exueexfs the thi,-kilefis of the supporting girder, 3" or 41/z" screws may he suosl!tuited for the longer length screws with no load reduction, or a shin block may be used as approved by the Designer, Not ousiqrred for wolacol or 'railer applications. Options: LUS and MU( S hangers cannot be modified. Concealed flanges are not avallalble for HC,1S and 1-111US. 011or sucs avalable; ("o-isult Your Simpson "'Along-1 ie, representative. Codes: See p. 14 for Code Reference Key Chart 4 L DOW ,6- Sf,,- a, Nailing op Mew for flys I 1_1 typ, 4 AI r t W —_ AB llil LUS28 M U S 2 8 HUS21 0 1HU,',, P6, HUS P, and 14,1-0 JS strorial) lk H og ot 4! HHUS210- 2 W Na VC NA,,q Sipe View 5e vtew, Do n,l Sol bond tat) U.J. lla.ent Typical HUS26 Installation with Reduced Heel Height Truss Designerto provide fastener quantity for connecting Illultilde!vernbols togelhol) Q 0 0 2 4) 3 235 Simpson Sltong-Tie Wood Constiuction Connectors LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers (cont.) 0 These P,,,,auct, are avat6tA_- with addittoral w,,Jon (- Ibes products are ipfjrc,c for instalUtt('ri with the Strong-D,ive Pr 1protection. For more irinrrrwio,, sae -, 18. SD Connect?or screw. See rp. ?<3-40 for mere information. I t! 0 C0 m SGr; *obk, be&,w r., Akma *; kr:id" Note: Fa T dit,cn;zonx,d facto bov. See to rouln -(,sof, p.23 7, See bange r Options information an pp, 121-123. HHUS — Sloped and/or Skewed Seat HHUS, hangers can be skewed to amaximum of 45' and/or sloped to a rnaxim.,m of 45" For skew only, maximum allowable download is 0.6' , of the table, load For sb ery o4v or A)ped and skewed harxiers, the Maximum alkmahledomiload is 0.65 o tht,-, tableload Uplift loads for sloped/skewed conditions are 0.72 of Ihe table load, not to exceed 2,4 75 lb. tie forsl must be beVOI-CL)t to allow for doijole shear naling HGUS — Skewed Seat HGUS harignm, can beskowc(! only to a rnaxim,;r-, of 45'. Allowahk: loads are: HGUS Seat Width Joist Down Load Uplift W < 2" Square out 0.62 of tahle load 0.46 -J taF4o 1oad W < 2' Bevol cut 0.72 of table load 0.46 A tablo, load 2" < W < 6" Bevel cut 0.85 of table load 0,4 1, of tattle 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 0.4' of table load 236 Acute side peary arigie Top View HHUS Hanger Skewed Right Joist must be bevel cut) All,oist nails rstalled on the out,icle angle 'ITron-a(;(jI6 side). I Shrm,eson String -Tie Wood Consttaction Connectors Face -Mount Hangers 1, these aroducts are available Mr d tional rofrosor Pr 1')e'sc products are approved for w "n the Strong-rnve protection. For yore in1ormatlon, see p. 18. S- rcn-,&-to, screw. See pp. ,t)-40 10, mole n'cr—Xrol. j El ft I, -Iplft Lads have been increased for wInd or earthquake k)r)d,rqvIh no fuLrlhe, ncrease allowed. Rect Ice Where ctneleads govern. Wrnd ( I cC) is L ao—ilocci rWI,q. I VInwrtf,rn he.A."afg,t show r wo,xt:0 !oachNve fA table hads. For leoa than I-, Iral S6e rI-jv,c;al bt+-ru at strongtre.com. 4. bu s tea ,,c, try Irilowabk- Lads o acc,),,dt'noe wi' n ANSOPI 1-2Tj7. Simpson Strong -11(r. Go Irrr"'_-.tcr Select ' Software Include,, the evaloattor, of cmss-grar terlsior In Its har,ge, loads. r or add ro, J S, -psu, Stro,,G-[ e. i.& mrso, Strong -Tie'' Strong-D"W SDS -e""wy-Certy Gon'ecro' screws are permitted to te nsraAac through meta-1 truss platen as app,ovec by the Truss DeSIqrer, zpov,(Jod the .aqwoylewi o- ANSIP'N ISections 7-5.14 and Q'G.? are met raqu,od 1hrourlt, the able using a max mum -1 br, SDS Heavy - Doty CnneGio,scrflees tha, penetrate A pfias of the supporl'rlq givie, ("'G'ews mu. t Ia v e*'ratr" a urzumnum of 1 into The last T'u'S Jy1' ray also be used to '.ransfer toe laa: through all the elt9s of it e sudporiirxt girder: Afhet, Seonc-Dmle "'DIS - 4CaSY-ErAy CorLecto, sc,,ews do no ,ert,xe A p4as of the sipponnq grder trUCS, suppleruct-Lal Sitonci-D,,ve, ISDSHeavy-Duty ro lr,y i x) at I roo I,) the k. id 10, ,onoc tor eovri atthe1), r may the. truss ekes w penetrated by the face 'astener% as eleterrrse Dy the 7, ! ne s_ppo^ ug qvcie, truss rnust have adequate tnrknees to accommodate tne smNv Jenwn se that th a screw does nut pear ,de out the back '), ':he og4-Drove SUS k ieavv-U_'tY Gor"lecto, scews rhay be suhstituted for the lorrgcr Strorq-Chive SUS Hrl,-4-Duty Cornecior crerns -Jfno load %Arwfion. S. I cads Show- xe based , I ter, n,am 3' 2-*M 2x calry'rg member for -Ayl han",i's. With 3x rar, Y .1 nwr'rxgs, tr'-.e '60 x 2 a, nails "t, 1',o heraLle, and 16'dcom'llons late the toast wln,o ",j eduG-son. Wit) single '?x IIIIIIIAIWS, LISE, 10', X I W 11a01I, Ifl*(), the heads and 1()d ',;OrT)n1UI1' into th(I loW, and rodice the told to 0,64 o* the laoic value. 9. Nails: 16d z 0. jSf. x 3 1h' loo',), S(w, pp. 26-27 fo exhe, r', I WQ1, aoc information. 0 0 zs il 237 0 C0 Q rn SimpsonStrong-Te Wood Construction Connectors Face -Mount Truss Hanger The, 14TJ race -meant truss manger has nal patterns designee spox-Aicalty for shallow heel heights, so that full allowable loads (with minimum nailing; apply to, heel heights as low a,,, 31/s". Minimum and "na)(1rhiln" tailing options provice solutions, for varying heel heights and errs conditions. Alternate allowable loads are provided for gaps DetweOn the etIC Of the 111,ISS and the oa17-Y1['q Ule'T=Iher in to 'b" max. to allow tot greater construclior, tolerances ,rnaxtmurn gap for standard allowable loads s '/i," per ASTV D 1761 and D714 7), See technical bulletin T-C-HANGFRCAPS at strongtie.com for n")re info,mation. Material: 16 gauge Finish: Galvanized Installation: Use all specified faslet ers: see General Note--, Can be installed filling round holes only, a- filing round and triangle holes for maximum vJues See alternate installation for applications using the [ fl-t 126 on a 2x4 carrying mcmhet Or 117028 or 1-1-1-1-210ona 2x6 carrying rreinher for additional 11"ilift capac ty Options: HT U may be skewed up to 671h'. See Hanger Options on D. 239 for allowable bads. Codes: See In. 14 f" Code Refetence Key Chart Min. heel height per table WE HTU26 Typical HTU26 Minimum Nailing Installation 1-1111 I'll— truss and caning (Ti0inbill' HTU Installation for Standard Allowable Loads or "a" maximum gap, tise, Alternate Alliwablo Loads.} Pr - r,oso Prud(JG'S are auorertxl *G, itsraknv' Wit! SD Sce 39—'C I.- more, r1omwtro". Standard Allowable Inroads (1/8" Maximum Hanger Gap) Tne maxims - na- f Gal) smeacured berweer, the, lots! r !russl orc v fi_11 lableloaGS&e ba6wj vla 2, : 2 ptcn, 3. Uplift ha- been incirfasa(I for wind or ualtquAe loading will, '3 Ult"o, crease Avwet': fext'ce where other loaos govern, 4Worl ( 1 Ci'is A 1rwnl,,-,af. rating. hangerT, 3r)s vevenn *' and 'b", i,,le the kh,irpte Allowable lxals_ tfsv)" - ily kor allnww11, hwis' r with ANSI ' 111 Si-psonStrong-el (,,onnectorSr-kx"!O"" I SIMPSONig Alternate Installation — HTU28 Installed on 2x6 Carrying Member 14TU210 similar) Software iacluces the ealjet or of,,,,, riss-grain ters,on I, its hanger Simr;6or 7. Loco SIlWr are based Jf a ffllflrMV: 2-oly 2x grit-tw. For si,.( gh ? x carrying members, use N I G (10(i x I llw*mails v-7o thp reader and re,(Jk, c,e the allowalrl,, dowi ilk -,ad 10 0,T' of the table 4J,0. Tne Al,"Wa4l uplill is o? the 1,,tDle Gid, 8. Nails: 16Q = 0,162' da. x 3V lor,g, I Gd = 0.148 oia. x 3' 13d x = 0.148 da, x 11/,,' See, pp• 26-27 fr>r oftne, nail Wns 238 UPDATED 04117/ 17 M SIMPSON HTU Face -Mount Truss Hanger (cont.) pr These products are &)L,,ow.tJ "Q, i,stab.'O" with t.,e S!f0uq-D,,e* 3D Crnect,,,= screw, See pp, 3c-4,' fo, t,xxe nfo,u,atton. Alternate Installation Table for 2x4 and 2x6 Carrying Member S a (I I/ See t !Dle above is; cllfne'Istons and ald tloral footnote:.. 4, Nails: I 6d 0. 16,2' CJ;3, x 36' 10,dy'4 " 0. 1 S' a. 2. I 1c, 2 7 for ")!he, , a,l ", zes ,, Vax—in, ia,, qa) Jl r,te,,,tjllatiot is See ix". 2f "d fo,rri3IWI Alternate Allowable Loads (1/2" Maximum Hanger Gap) abk tGj:rdes 0! P. 3". Options: 5 Hanger Options information on pp. 1 ?1-123. Skewed Seat 1_5kewabk, up 'o 6 1 Available in single and 2-ply size, No L,.,vt,.l cut required, Allowable Loads for Skewed HTU Hangers i. Up6f` fa<w1s nave beer: increasiu_I tar w`u d or 3. 4?ax rnu -°+a,gar ya,> betweea^, err) of 1 isi .ss) a s1 'are u` eartn(pa,(e load-9 with nc further ircreass ra,,Ynq "e—he" . 'A*. Vmed. ReOuoe w)i,,e 0"'e, k,a(N' govern, 4. Nails; lCo = 0. 162' do. , 3'/,k),,q, 11dx !' a = 0. 1 4S'dia, X I'.}' k)rq, 1. Allowar* rinw4xim may ^ot,)e increased, 101 - 0. !:8'oa. xXkr,,,,—See pp. 2(-W for other --iadsces jn(!nf,)r-natKr. p flanAge A" Acute flange side Specify angle Top View HTU Hanger Skewed Right < 51' V6 Specify anglLe, tWto 6114' Top View HTU Hanger Skewed Right? 51' 0. 0 239 Simpson Strong -Tie" Wood Constroction Connectors SIMPSON Adjustable Truss Hangers product is preferable to similar connectors because easier installation, b) higher toads, c) lower installed or a combination of these features. The THA -IA series have extra long straps that canI be Geld -formed to gyre height adjustaAtily and top flange range!- convenience. THA hangers can be in attalked as top flange or face -mountOUnt hangers. THA4x and THA2x-2 r-iodels feature a dense nail pattern in the straps, rapsy top , which provides more installationinstallationoptions ard allows for Cac flange Installation, Material: See table, Finish: (34va,nzed. Some predicts available In ZMAX' coati-ig, see Corrosion Information, pp. 15- 1 R. Installation: Use all specified fasteners see (3ernriil Notes. The following installation methods may be used: Top Range Installation — The strapsmust he field formed ovet the header - see table ror miniminimumaun, top flange requirements. Install top and face nails according to the Table. Top nails Shall not t )e within 'A" from the edge of the for, flange, members. Frr The T I 4A29, nails used for rest altacn!-,ient must be driven at an angle so that they penetrate through IIIG Courof of III(-) joist al Vd into the header' I (,,,r all other top (tinge insl4ations, straighten Ihe double shear nailing tabs and install the nauh straight into the: joist. Face Mount Installation — Instal all face, nails accced,vic to the table. Net all nail holes will be ICA on all models. Weis. un models w1u,ne there are more rout holes than required, ?he lowest tour face r)oles must be, filled, Nails used for the joist atIqchrnr,',nt nuis'l he driven at an angle so thAt 'hey oelellate through the cfornot of We lo-sl fill() the header, Alternate Installation — The THA 4x hangers may be installed in a tot) flange configuration using rho tabulated fasteners for face - mount installation nd achrove, ITWI, faoo-riount aistallarGf) loads, Instal the tabulated face nails inlio the fax and top of the carrying member. Nails used for the joist attac*u-nent must be driven at an angle so that !heypenettate through, the cGri'or of file joist into the heado% Uplift — Lowest face nails must be filled to achieve uplift loads. Options: THA hangors available w th 11 vu !,uador flanges lot r)(Ai 11 i for 35A" (except II IA4 13) and larger, with no load reduction - order T- HAC hanger. Codes: See, p. 14 for Cone Reference Key Chart DOU n 10-FIT'if Ar Doable- Na$ nq S ."'de Na Inc DO not Top View 4 ocndUO r. ""r" 422-2 TH zv14 for HA1422 ai'd 8A426-2 if 0 W In, THA422-2THA 42e- 2 O(THA29 THA418 O( THAC422 Face nails Top nails per table pot talk, a 1J. Tilfa le value Sanitils, W - See footnote 3 Cie double tabs and Install 4 into the joist Typical THA Top Flange Installation on a Nailer except THA29) Alternate Installation of THA422 Na:1' nCgD80,1'G6 VShear cw fAv,, ifabie or, SC,rTe modo($) J-13. palc'! 2 fare nark 4 lap nails Total) I' Suaiglue, i the double shear nailing Tars and instal nails straight Typical THA422 Top Flange Installation on a 4x2 Floor Truss Typical THA29 Face Mount Installation Typical THA29 Top Flange Installation I It; 6 130 M in. herder depth I229 V I IT, I THA/THAC Adjustable Truss Hangers (cont.) I* These proao;t,,, are available with. addlional corrosion r or more '.)fC"'Mabch See r" IF. Ell 230 I'Uplft has been nc"reiased 60% for wrld or eadno')"Ike loading w;h nQ further tnc ease ',Aqvrd; led ]c'e' Vwe!e other Ir'ads govem, 2, wind (160) is a download rating, 3. For single 4x2 top 'cord ^amying omoo,s r single Px nmkirs, the lollowng THA hangers can be rs* 12 JsInc3 Iod r I rV for, rails and (2) 16d face nail; m.") -educed A)wable loads anced: T A4'8 M? H 1,4 15 IQ, '01 ',15 K tt —A- 16: 245 Ih. '-I D SP, ',,30 It. fcf S-, T: A4?2;? T- lA426-2 2, ' 4,, Ih. for DF6- 2,0'S Ith. for Loads zwAhec onhangeritall eon, at panel points. 4, f ace-MOUt'l irstpliation loads are based on tl ^rum of "-p[v --,x carrying member. For S"rgle ix caw/nc. rriumbe' s, USe 10d x 1W hails nic the ca,nq rnbc- and tabulated Wtorers into the canlecl mombor, anc ue O.3C of the table v," for 18 gauge, and C.68 of tt-e table value for 'e, gauge arc 14 gauge, o Mn. fopila"'Je ra'o" to tr,( mn,%), 1,,Mtr, of ,'rap that-isl he 1,J, for-ed we, the header, q.Fw ttu: THA 2x - ools, (Yr, stap may rnstallad vet!'Q6IN ac.axd q IQ ir 'ace r!Vu-4 o"I"Iq aw ao , see "i'no on 2,29, anc lh 3 ,thor strap wrapped over :he trul d-10'd _,Ord1rg to tne t"", flang", a'Vq ey e anc, ach0vo '-.211 top (filo'c'nstalhtzor, lo xrs. 7. Nails: 1 6VJ _ 0. 162' dia. x long, 10-1 - (), 1 -8' dra. X d x I i = 0.148 (1 a, x pf). At-? i for ct he, 't"d ';I oh. Simpson Strom -Tie' Wood Construction Connectors THAR/L422 Skewed Truss Hangers Lesioned for 4x2 floor trusses and 4x berms, the i,-JAfVt 422 has a standard skew of 46'. Straps must be bent (or lop flange installation. PAN iiailinq helps eliminate stinting, of 4x2 truss bottom chords. Material: 16 gauge Finish: Galvan zed Installation: Use all spocifiad fas"Oners, See General Notes S"",Ips must he fielo-formed Over 'he header a minimum of 21,2" JAnimtxn and max -nun, nailing configu rations available — see tabic, for nailing requirements Codes: See p. 14 `or code, ncferenc(,, Key Chad THAL422 I . L)")VI has Leer i -c,ea-sad for ws— or (-arl-qjake k-,alinlf witt- nu, i-ther inC we rillowei, eChj-,e tOhere oth, bads 2. nx,fMads are 125N. fi,,ct IoMs;Aas I 111am by cIhe; Fl-,Or lolcs "Ay f" loaO ducal one azoorring to the ;,ad e Dccv,(Jed !rey do ot excwac those in tha,cf 3, Wv,-e the for of i, camed member is 'us,h with the, top of the oarrVna member, H" it !E; equal to the eepth of the ca-i'ec member. Otermse, Ihaj "f"Al be measured Rom the top of the bearing seat to the top of the carrying --ctnt'er. 4. Nails: 10d z, 0.148" dia. x -Y 10,g, 1011 x C, -'b' co. [Org. See tap. 2 27 to, otho—ail , zes zv,a r-fo—stD,. Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord O Q 4) CC0 Q 0- 0 241 Simpson Strong -Tie Woad Construction Connectors SIMPSON THJA26 Truss Hip/Jack Hanger the versatile THJA26 can accommodate right- or left-hand hips (at 45-degree skews;. and can he instellod before or after th,e hip and pck. Can als3 be used for double (terminalf hips. Material: 14 gauge Finish: Galvanized Installation: Use all specified faisteners, one General Notes. 141 multiple members M1,61 be 'astened togie thar to act as a single unit. Shall be attached to P double girder truss, to allow for required ninimuni nail oelintraton. See footnote Options: Codes: See p. 14 for Code Reference Key Chart THJA26 Typical THJA26 Installation e Wolkiliff Top View Terminal Hip without Center Common Jack Jplrftloads. have peen increased for wend wit, eo fx1,(- increase alfom'n. recu-'6'0hwo oihcs loads g')viarn. 2. Volio { 1 (30) is a downbad rating. irt, 3. scads show are oared an a mi i murr; ;21 nxG canh,g membai. ?-ter singly 2x carrying .'re kae..a $ni o. 2x6). use 10d. 1'6' naks aril use 3.67 of the table vatr&. For racy De substituted fcr ',he snaaIfied '6d conmins at0-85 of the 1,10Is 10A 5.Tan slakyl hip a,(, pck asso,, tna! 7—, o' tho total load ,s dstrib,'tad tc tf , ho to the lack. 11 's pean't'ed 'c cl'sl tokc 6w%S ic, 85oi, of °ic iaujhcoci 'clal load !a jr-ic, rip, and trie re; airrtj porcent',ia of rolal load "Q ine lack. P-re comb,, ed Np and iac toad may nut exceed he published lctal -Cad. 6,1 or terminal iw.s, divide !,e Val allDwatle 1,)ad by 2 to catern)(ne the ahowa*, load for coal, 1-niss, ; hc,rdl cross -grain torsi )i rna} lnlallowable bads if, wccor(jahcx, with ANSIM11 I - S."'J"on Strom -I co"norto, SwMxz, inch'des the. ovAt,aroll of ';Ios',V,in 4114)" in is hanger allowable bads. For contact S -rpsol Strong -lie, 8, Nails: '6d = 0, 162' o2a. x .' II/V lcn i' 1 Do x 0. 148" din. x 1 e" lono'. See, 7 to ether nal s zes an" 0. 0 247 i VALLEY FRAMING & BRACING DETAIL { Lumber Size and Grade Minumum Reauirements minimum of 84d (0.131"x25") common wi+e MRS. Effects of not providing sheathing below a "Bey set must be evaluated by the building designer. Thisdrawing applies to valleys wRh the following conditions: Spans tdistance between heal) 4O'.0" or toss Maximum valley height: 14'-0" Maximum mean root height: So feet ASCE 7-OS, 140 mph, Enclosed. Cat 11, Exp 8, I=2.0, Kxt=1.0 Or A Maximum of ASCE 7-10, 190 mph, Enclosed, Exp D. Kxt=1.0 Narrow edge of cripple can face ridge or rafter, as long as the proper number of mils are installed into ridge. board 4rista0 blocking under rafter if sleepers are not used. Install blocking under cripples if cflpplos 48 between 1 lower truss top chords and lateral bracing is not used. t} Appry all nailing In accordance to current NOS requirements. Nags are common wire mils unless noted otherwise. , ; aV. aia149- " " rrtlov rat. linos a nos WAVbG ue44t« n- FWM Ties si4t to &I tarPACj%ss asP.N4a4ra Tie ry ON A fZ aMn Mve Wche h t.4 par P= sett.. Kra 17 rr lee, as eypLLxtdr. A gtr pisSes Sa op, jf =;: illf'`.Iji of ".-r.0 ono pout - m ,4— ma e — u D. ' Refer w *r 40 10A-Z fv s+wslorn pinta pofnl i WfK, o diW+ d irY Tii',D Cenpar.nts rva9 L+c reps rot N rr.>{fortidsfe ray avq Oevin i AN 1r1Y6DtviflhriY .er a-aav e, erry fexve m •Jitl a,e tr.xs n corfiorninc +Sera MSt/iPZ L er fr r nr>s`nt4, snq YYYdigtJen t sre[Ap of <rvspe. A seal an dfszb.Mia s .cover War aa'wx4 eras >•'.ei'O ixfcola. emotara of pvfftssbrd er pYew+v refp bYly ae41y fsr fvr st.en 71r w+*l+i*s and ,n. ale' tlis trssha sr391 Mtlrx+4OrR Fx erq +Me K 1M rffporrtba4h' aF thr J.aHDaegpn.' per' !ML/iFt Z Set fYl, G}. MC WAS rar. no-v Mor-.+bra see trNs 1ofi•t u+,era Mies .ra v+tae .ee f1teA H. TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RiDGE CEO " CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (To) Max. a the crlppos for aach row starting from the va08ys or sleepers wrorktng Inward to the ridge board $o that cripple locations are gored between rows, Tyol innection Requirement Notes 2x6 rofters to. ridge 416d toe -nails. Cripple to ridge 416d toe -mils i ripple to rafter 416d toe -mils It 16d face -nails I Rafter to steeper or blocking 516d toe -nail ) Rafter to two 3x6 sleepers- 4lfid toe -nails Sleeper to truss 416d lot -nail Two 2xB sleepers to truss 3 16d toe -mils each sleeper & truss Ridge board to rod bock 416d toe -mils Ridge board to truss 416d. tee.nsRs pur in to (Typ) 316d toe -nail Truss to blocking 416dtoe-nail Truss to cripple 416d toe -mil Truss to cripple 416d toe-oail ripple to puffin 316d toe-nall Collar beam to ratter 416dtoe-nall T, 16d (0:162"xi.S"} COMMON NAILS TC Ll, 20130 40 54 REP VALLEY TC DL 10 j 20 7 7 DAT-El 0 j 01;I BC DL Oi 0 0 0 DRWG VACh 1 BC LL 0; 0 0 0 TOT LD.30. 50 47 fit DUH. FA . ),251115 SPACING SEE ABOVE Cracked or Broken This drawing specifies repairs for a truss with broken chord or web member, This design is valid only for single ply trusses with 2x4 or2x6brokenmembers. No more than one break per chord panelandnomorethantwobreakspertrussareallowed. contact the truss manufacturer for any repairs that do not comply with this detail. B) = Damaged area, 12' max length of damaged section L) = Minimum naling distance on each side of damaged area <B> S) = Two 2x4 or two 2x6 side members, same size, grade, and sppecles as damaged member. Apply one scab per face. Mirdmum side member length(s) _ (2XL1 + (B) Scab memicer length (S) must be within the broker, panel, Nall into 2x4 members using two (2 rows at 4' o.c., rows staggered, Nall into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nall using 10d box or gun nods (0.12SN3', min) into each side member. The maximum permitted lumber grade for use with thisdetailIsUnitedtoVisualgrade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel spUces, This repair detail may not be used for damaged chord or web sections occurring within the connector plate orea. Broken chord may not support any tie-in loads, L -- +• L 4' o.c Typicai O + 0 + 0 0 + 0 0 + 0 + + O + 1 2' 4— Stagger, i- = Back Face 10d Box (0,128' x 31, man) Natls> Front Face 2oxc. m,_ _ TDOnble Rw St000ere£ Member Repair Detail Load Duration = 0% ueM or fnrro< may be Increased for Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Duly 2x4 12' 620# 635## 730# 800# Web Dnty 2x4 18' 975# 1055# 1295# 14150 Web or Chord 2x4 2x6 24' 975# 1055# 1495# 17A1;H Web or Chord 1465# 15854 2245# 26200 Web or Chord 2x4 2x6 30' 1910# 1960# 2315# 25554 Web or Chord 2230# 2365# 3125# 3575# Web Web or or Chord Chord 2x4 2x6 36, 2470# 2530# 2930# 3210# 3535# 3635# 4295# 4745# Web or Chords 2x4 2x6 42' 2975# 1 3045# 3505# 3835# Web or Chord 4395,4411 4500# 5225# 5725# Web or Chord 2x4 2x6 48' 3460# 3540# 4070# 4445# Web or Chord 516541 5280# 6095# 6660# Nail Spacing Detail ' WVMM Hl %EAj ma fDIUN Au NO= DI TIUS HRAV90 NMtTJdR FI*N= TM HR4VM TH ALL 4DITWTM HtCLU" TYE H1STFtiOiE. lnusrs rtr;.M1 +.trrnr men h ra"'.1hp rs/nlY9. y,p y hsto. and b'rryp Rt/rr to end prOOHpr tl+r 10Nst rdtiw+ of XSi OvtaFq fM Se/rty trt/erwtion, by 1% eryM iHpWlp r.r reRrtr Uri.. medetlxr i{ irA Cifordd SMHT»M" 'my rtieewd xwtr cW l Shrovi 4 end butt slag new s P'.Prr4r OthrHd +''A1d r:[HO A or 77R: of P o4ini t7pWtr t s= to»i00 f .. sheA Mw bmecYq hstetird RM' HCS1 t}}{{ W bmre OM ppoossition rr Sto+n o4nN ono on 1M Jobft Htteb. uiWD Mrd etl,rrMsr. i l Rtftr b aMshHr IORA-I Ier iUe d Pt..- -oti-- UU 11 . a y of i7v. 1,A Grw<nmtf fu nc. sMU nei bt rNOutsMr frr drvY#b^ f*, AN ffW Coid9ANY iYdr droNry, o^r feWre t9 Yult 'Av trwr h c ,Dort riq, Miri/Tn ], r ftr herd tt+000'P hsteHatbn a er.d'w M SrYiH4 A ssel m ka— uP%.4tlhorrhstltnel ri p Y s.wr 1r dteQn sown T! hedteentrAtavrn ) Strt, *t'e or rrq str'ict r»k tilt rR Paro LY M 1+r *A.,.H.afHtw 9r* A }3TRLWk'r+t D!!ve fermi »trl'Mt30n f!r ttd — Yr 1 -' f pegt 4 ErPa, dip. MOl?1s ALppHj ,eipe»itsinn) 1PM rert r arHi SKN srw m'8 S L i pitencr t M4rlsw wr-001' REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 24.0' MA ) 1 S J7II: :fM73tili'U+ "7Ctry1L RECOMMENDED SHORING DETAIL,. Ix 2do6A 1500# CAPACITY RUSTS V 4*0" C.C.' SUBFLOOR-UNDERLAYMENT NOTE: IF PALLETS OF CONSTRUCTION MATERIAL NEIGHING; MORE THAN 500# ARE TO BE PLACED ON FLOOR TRUSSES, SHORING IS REQUIRED. CONCENTPATEO LOAD DUE TO UPPER FLOOR CONSTRUCTION MATERIAL. PROVIDE 2'0' CLEARANCE ON ALL SIRES OF A PALLET. MAXIMUM HEIGHT PER PALLET IS 20000. LO-40 MUST BE SPREAD OVER AT LEAST 2-TRUSSES. NOTE: SEE APPROPRIATE ALPINE DRAWING FOR LUMBER. PLATES AND OTHER DATA NOT SHOWN HERE. 341Hdinp lrlaterialWis. NOTE. SHORING MATERIAL AMU LABOR 1 TO INSTALL ANO TO REMOVE THIS11 " gypsum bd. 2.2 psfi I " layer I MA7ERIA1- IS TO BE SUPPLIED V11" gypsum bdr -=2.8 psfJST$" Inycr i BY THE CONTRACTOR_ RI canc. block — 60 pif I S" layer masonry brick m 3E psf ! A" Layer 2 _, 0— Q MINIMUM MIKIffiron 4X4 OR ('2) -2X4X4 ' 0" UNDER TRUSSES WHEN SHORING IS REQUIRED. K1 nP Itev, °?a7 9'9 CLEAR SPAN .. PT TYP- ALPINEA NN r r o o c= o! kFe DETAIL r _ o O5l02I9 Detail HCI2396074 TRUSS Site Information: Customer Carpenter Contractors of America JobDescription. VARIOUS 9A6/9A7,198SE .02A,RB01 Address. Job Number N333547 City, State, Zip. Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com tem Seal # Truss EJ7 Item Seal # Truss 37 137,18,1201,38430 38 137,18,1201,38540 EJ5 39 137,18,1201.38433 EJ5A 40 137,18,1201 .40489 CJ5 41 137.18.1201,40222 CJ3 42 13718,1201,40488 CJ1 43 137181201.38539 HJ7 44 137,181201,38350 HJ5 45 137,18.1201.39162 EJ7L 46 137,18,1201.40490 CJ5L 47 137.18.1201,40223 CJ3L 48 137,18,1201,39164 CJ1L 49 137,18,1201.38865 HJ71L 50 137,18.1201,42394 EJ17A 51 137.18.1201,42064 EJ13A 52 137,18.1201.42687 CJ5A 53 13718,1201,42547 CJ3A 54 137,18.1201.42674 C.11A 55 137.18.1201.42002 HJ7A 56 137,18,1201.42065 HJ3A IZ cilTE t ORO This document has been electronically signed and seated csmg e Digital Signature, Printed copies without an original signature must be 05/18112018 verified using the original electronic version, Florida Certificate of Product Approval #FL1999 Printed 5/18/2018 10:46:03 AM Job Numbee N333547 VARIOUS .9A619A7 ,196SE ,02A ,RB01 Truss Label: FT1 7' 10"8 w. 7'1T8 3" 2'6" TYP) Ply: 1 SEON:40176 / 137 SY42 !, Cust R8975 JRO iWb189750074 Oty 5 FROM: RAA DrwNo 137 18 1201.38648 KM / DF 05/17/2018 9'11"12 21.,4 15'4"4 5,4"8 4X4 4X4 1.5X3 1.5X3 A B C D E F G 90 Q P 4 N M L K J I`ti 1.5X3 4X4 1.5X3 1.5X3 4X4 2X4 1.5X3 47 15'4" 4 Loading Criteria grist) Wind Criteria TCLL 40.00 Wind Std: NA TCDL: 10,00 Speed: NA mph BCLL: 000 Enclosure. NA BCDL: 5.00 Category NA EXP NA Des Ld 5500DDes 0 Mean Height NA it TCDL NA psf Soffit: 2,00 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing: 24 0 " C&C Dist a NA ft Loc, from endwall NA 1: NA GCpi NA Wind Duration NA Lumber Value Set. 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP 2400f-2-OE Webs 4x2 SP #3 Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted Additional Notes 2x6 #3 HEM -FIR or better continuous strongback- Attach to each truss where shown with 3-10d Box or Gun nails (0.128" x3",min.)- Strong back material to be supplied by erection contractor. 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 r] Deft/CS1 Criteria PP Deflection in loc L/defl L/# VERT(LL) 0.178 D 999 360 VERT(TL): 0.368 D 660 240 HORZ(LL) 0-033 B - - HORZ(TL): 0-052 B Creep Factor 2 0 Max TC CSI 0,778 Max BC CSC 0,671 Max Web CSI 0,433 VIEW Ver 17.02.02A.1213.21 n Pit /! O Few X% ' 40 278 L%NAk,» 05118,/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W Q 831 /- /- /- /- 7.2 1 832 /- /- /- /- 3.0 Q Min Brg Width Req = 1.5 1 Min Brg Width Req = 1.5 Bearings Q & I are a rigid surface. Bearing Q 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 -572 D -E 0 -1888 B-C 0 -1470 E -F 0 -1471 C -D 0-1892 F -G 0 -572 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. P-O 1132 0 M -L 1888 0 O- N 1793 0 L- K 1880 0 N-M 1895 0 K -J 1124 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Camp A- Q 0- 795 E- K 0 - 705 A- P 908 0 K- F 550 0 P- B 0 -890 F- J 0 - 878 B- O 537 0 J- G 909 0 O-C 0 -512 G - 1 0 -779 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fb'r safety practices prior to performing these functions. Installers shall provide temporarybracingperBGSI. Unless noted otherwlse,top chord shall have property attached structural sheathing and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingInstalledperBCSIsectionsB3, 67 or 910. as applicable. Apply RIates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions - Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawin an , failure to build the truss In conformance with ANSI I PI 1, or for handlin shipping_ Installation and bracing of.trussesA seal on this dr wing or cover page , . listing this drawing Indicates acceptance of pro)essionat engineering responsibilt solely for the design shown. The suitabilityanduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDeslgrierperANSI/TPI 1 Sec.2. For more Information see this job's general notes page and these web sites: ALPINE: www. alpineitw-corn: TPI. wwwtonst. bra. SECA. www. sbcindustry. com: iCC- www-iccsaf ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL.. 32837 Job Number: N333547 VARIOUS 9A619A7,198SE ,02A,R[301 Truss Label: FT2 f.. 5A2 1 5it 2 3" 2, 0„ _ TYP) 4X4 1. 5X3 A B P 1, 1. 5X3 L Loading Criteria (psf) Wind Criteria TCLL 40.00 Wind Sid NA TCDL: 1000 Speed NA mph BCLL 0.00 Enclosure: NA BCDL 500 Category NA EXP NA Des DesLd 5500 DMean Height NA ft 10. 00 TCDL NA psf Soffit 200 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist NA Spacing: 24.0 " C&C Dist a NA it Loc from endwall: NA I NA GCpi NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/l/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 42 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted, AdditionalNotes 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. Ply: 1 SEON_ 40177 I T40 / SY42 CUSt: RR8975 JRef: tWb189750074 Oty 7 FROM RAA DrwNo: 137.18.1201-38571 KM l DF 05/17/2018 7' 10"8 9'8" 14 7' 10" 8 C D E 15' 1"13 54" 8 w 4X6 F G 9 A„ W11i1y Snow Criteria (Pg,Pf in PSF)I Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct. NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf NA Ce NA VERT(LL) 0 172 D 999 360 P 817 1 - 7 2 Lu: NA Cs: NA VERT(TL) 0 351 D 683 240 H 831 Snow Duration NA HORZ(LL) 0 033 B - - P Min Brg Width Req = 1.5 HORZ( TL): 0.050 B H Min Brg Width Req = - Code f Misc Criteria Creep Factor 2 0 Bearing P is a rigid surface. Bldg Code. FBC 6th ed 2017 Max TC CSI 0 766 Bearing P requires a seat plate TPI Std 2014 Max BC CSI 0 986 Rep Factors Used Yes Max Web CSI: 0.425 Members not listed have forces less than 375# FT/ RT.12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp Plate Type(s): WAVE VIEW Vec 17,02.02A.1213 21 A - B 0 - 562 D - E 0 - 1831 B - C 0 -1439 E -F 0 -1438 C - D 0-1836 F -G 0 _%0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. O- N lilt 0 L -K 1831 0 N- M 1750 0 K -J 1823 0 M- L 1837 0 1-1 1104 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. A- P 0- 783 E- J 0 - 660 A- O 893 0 J- F 532 0 lilt{ t1Jf O -B 0 -872 F - 1 B- N 521 0 I 0 - 862 893 0 F/ Zly l1ttN - C 0 - 495 G H 0 - 811 y`((` 7` ` El 0 " ' BATE OF Mt, s * '3J O • R sl wa•• 0 278 ( NA 05/ i8/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information. by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per 381 Unless noted otherwise,top chord shall have properly attached structural sheathlnp and bottom hord shall have a properly attaehcd rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BC I sections B3, B7 or B10 as applicarsleApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to' drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuiloiaComponents Group Inc shall not be responsible for any deviation from this drawing anv failure to build the truss in conformance with ANSI I PI 1, or for handim shippin , installatidn and bracing of.trussesA seal on this drawing or cover pagge , listin this drawing, indicates acceptance of tiro essiona en ineerinq responsibility solely for the deli n shown. The suitability and use ofthisdrawingforanystructureistheresponsibilitgoftheBuildingDesignerperANSIfTPI1Sc.2. or more information see this job's general notes page and these web sites- ALPINE- www.alpinedw-com. TPI wwwtpinst. ore, S6GA. www. stiondustrv_corn ICC. www.iccsaf 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 VARIOUS .9A619A7 .198SE 02A,R801 Truss Label: FT3 54"8 69" 12 5'4"8 1'5"4 9 90 2'6" TYP) 4X4 1,5X3 A B C D Q 1,5X3 1,5X3 Ply I SEQN 40178 / T26 If SY42 CLISt RR8975,)Re.f IVVbl89750074 Oly 7 FROM RAA DrwNo 137 18 1201 38432 KM I DF 05/17/2018 14'8"4 T1 0"8 4X4 1 .5X3 E F G 14'8"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf,;! PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 4000 Wind Std NA Pg NA Ct NA CAT NA, PP Deflection in loc; L/defl L/# Loc R U I Rw Rh /RL /W TCDL 1000 Speed NA mph Pf NA Ce NA VERT(Ll_): 0 138 D 999 360 Q 794 /72 BCLL 000 Enclosure NA Lu NA Cs NA VERT(TL): 0.264 D 886 240 1 795 /30 BCDL 500 Category. NA Snow Duration: NA HORZ(LL): 0.017 J - Q Min Big Width Req = 1 5 EXP NA Des Ld 5500 Mean Height NAft HORZJQ0.024 J I Min Brig Width Req = 1 5 NCBCLL 10, 00 TCDL NA psf Code / Misc Criteria Creep Factor 2,0 Bearings 0 & I are a rigid surface Soffit 200 BCDL NA psf Bldg Code: FBC 6th ed 2017 Max TC CSI, 0562 Bearing Q requires a seat plate Load Duration 1 00 MWIFIRS Parallel Dist NA TPI Sldl 2014 Max BC CSI 0844 Members not listed have forces less than 375# Spacing 24 0 C&C Dist a NA ft Rep Factors Used Yes Max Web CSI 0 412 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall NA FTIRT 12(0)/10(0) Chords Tens Comp Chords Tens Comp I NA GCpi NA Plate Type(s). Wind Duration NA WAVE VIEW Ver: 17,02 02A, 1213,21 A - B 0 -544 D - E 0 -1742 B - C 0 _ 1380 E - F 0 - 1 382 Lumber C - D 0 -1732 F - G 0 -543 Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Maximum Bat Chord Forces Per Ply (Ibs) Bot chord4x2SP #1 Webs 4x2 SP #3 Chords Tens Comp. Chords Tens Comp Lumber value set "I 3B" uses design values P - 0 1070 0 M - L 1737 0 approved 1/ 3012013 by ALSC 0 - IN 1725 0 L - K 1674 0 N-M 1732 0 K-J 1074 0 Plating Notes All plates are 3X3 except as noted. Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp Additional Notes 2x6 #3 HEM -FIR or better continuous strongback A - Q 0 -762 E - K 0 -462 Attach to each truss where shown with 3.10d Box or A-P 864 0 K - F 490 0 Gun nails ( 0.128"x3",min.) Strongback material to P - B 0 -836 F - J 0 -843 be supplied by erection contractor. -AS B- 0 492 0 J - G 863 0 Truss must be installed as shown with top chord up. 0 O-C 0 -586 G - 1 0 -742 4(: 0 qooqu fPT E C4F X 40278 05/ 18/ 201118 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, handr% shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component SafetyInformation, tj TPI an SBCA) or safety practices prior to performing these functions. Installers shall provide temporary. bracingper SCSI, Unless noted ®r herwise,top chord shall have properly attached structural sheathingand bottom ghord shall have a pro erly attachr idceilinyLocationsshownforermanentlateralrestraintofwebsshallhambrawninstalledperBCIsections63B7or910asapplicaimeAppyplatestoeachfaceoptrussandpositionasshownaboveandonIeJointDetails. unless noted otherwise Refer to' drawings 160A- Z for standard plate positions any failure to build the All Alpine. adivisionofITWBuildn,$Components Group Inc. shall not be responsible for any deviation from this drawin ALPINE truss in conformance with AN I PI 1, or for handlin a, shippin?, installationandbracingoftrussesAeatonthisdrwinq or cover page 2400 Lake Orange Dr. listing thisdrawing, indicates acceptance of essiona en ineenniq responsibili solely Igor the design shovi Tn. The suitability Suite 150 and useofthisrawingoranystructureisCoreoftheBuildingDesig%r per ANSIITPI I Sec.2. 7or more information see this job's general notes page and these wet) sites ALPINE — alPineitw Corn TPI wwwtuinst oro SFICA wwwsbcindustry com ICC wwwiccsate ore Orlando FL, 32837 Job Number: N333547 VARIOUS ,9A6/9A7 ,198SE ,02A .RI301 Truss Label: FT4 5W'8 5'4„8 3 2,6., TYP) 3X4 1 5X3 A B t. Q P 1.5X3 3X4 1 5X3 Loading Criteria tPsriWind Criteria TCLL 40.00 Wind Std NA TCDL 10.00 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA EXP NA Des Ld 5500 Mean Height NA ft NCBCLL 1000 TCDL: NA psf Soffit 200 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a NA ft Loc from endwall. NA I NA GCpi NA Wind Duration NA Lumber Value Set- 13B (Effective 5/1/2013) Top chord 4x2 SP #2 N Bat chord 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 3X3 except as noted. Additional Notes See ANSI(TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up Ply. 1 SEQN: 40179 1 T7 / SY42 CustL RR8975 JReff 1Wbl89750074 City 1 FROM: RAA DrwNo: 137 18 1201 38149 KM ; DF 05117!2018 69" 12 14'8"4 1 5 4 Tl0"8 15X3 C D E F G t'.. 9,4" O N M L K'', I" 1.5X3 1 5X3 2X4 11'1"4 .1 37„ 4 14'8"4 __ Snow Criteria (P9 Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT. NA I PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh ! RL / W Pf- NA Ce. NA VERT(LL)- 0 066 D 999 360 Q 654 1- ! - / - / 7 2 Lu: NA Cs- NA VERT(TL): 0 136 C 999 240 K 595 /- 1- / 4.0 Snow Duration NA HORZ(LL) 0 014 B - 1 347 / - / 3 0 HORZ(TL) 0 021 B Q Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor 2 0 K Min Brg Width Reg = 1.5 Bldg Cade: FBC 6th.ed 2011 Max TC CSI 0 486 1 Min Brg Width Reg = 1.5 TPI Sid 2014 Max BC CSI 0 999 Bearings Q, K. & I are a rigid surface. Rep Factors Used: Yes Max Web CSI 0 328 Bearing Q requires a seat plate FT/RT-12(0)/10(0) Members not listed have forces less than 375# Plate Type(s) Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver 17 02 02A 1213 21 Chords Tens. Comp. Chords Tens. Comp A -B 0 -433 D -E 0 -1045 B -C 0 -1038 E -F 0 -386 C -D 0 -1202 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp P-O 853 0 M-L 1203 0 O -N 1202 0 L -K 817 0 N- M 1202 0 K- J 760 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp. i."f!t41t eta. A- Q 0- 62P- B 0 - 6 0 A- P 688 0 E- K 0 - 694 e Rkwax•w 40 278 *r i tttlui tttsw'ti' 05/ 18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fa f ricating, handling shl ping installing and bracing. Refer to and follow the latest edition of SCSI (Building nentSafetyInformation, by PI an dd SBCA) ft r satPety Practices prior to performing these functions Installers shall provide temporary Ter BCSI. Unless noted otherwise,top chord shall have properlyy attached structural sheathing and bottom chord shall have a properly drigidceilingLocationsshownforpermanentlateralrestraintOfwebsshallhavebracininstalledperBCSIsectionsB3, B7 or t310 cable. Apply plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise. Refer to' Is 160A-Z for standard plate positions, a division of ITW Buildin omponents Group Inc shall not be responsible for, any deviation from this %%win an failure to build the conformancewithANS /01 1, or for handlinct, shipping, installation and bracing of-trussesA eal on this dr wir g or cover pagge - - thisdrawinggindicatesacceptanceofproessronaengineeringrespansrblhtysolelyorthedesignshown, The suitabrhty e ofthis9awingforanystructureistherespoiribilit}i of the Building Desigrier per ANSIfTPI 1 Sec.2- information see thisjob's general notes a e and tbese web sites- ALPINE: www.alpneitw com; TPP. www.t insLor SBCA www.sbcindustr coin. ICC;_www.iccsaf ALPINE 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333547 VARIOUS 9AWM7,198SE 02A,RB01 Truss Libel: FT5 I 90 5'4"8 6'8" 14 5'4"8 1'4"6 TYP) 3X4 15X3 3X3 3X3 3X3 A B C D P 1 5X3 "A- 1 5X3 Ply I SEQN: 40180 / T38 I SY42 Cust RR8975 JRef 1VVbl89750074 Oty 2 FROM RAA DrwNo 137 18 1201 38930 KM 1 DF 05/17/2018 14'5"14 T9" 3X3 3X3 3X3 E F G JAJ I DAJ I DAJ JA,5 an I bAll 11'1 "4 c 3'4" 10 1 9A" 14*5"14 Loading Criteria ipsf) Wind Criteria Snow Criteria (Pg Pf,n PSF) j Defl/CSI Criteria A Maximum Reactions (Ibs) TOLL 4000 Wind Sid NA Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Lor R / U /Rw /Rh /RL W TCDL 1000 Speed NA mph Pf NA Ce NA VERT(LL) 0066 D 999 360 P 659 172 BCLL 000 Enclosure NA Lu NA Cs NA VERT(TL) 0.126 D 999 240 j 582 1 - 140 BCDL 500 Category. NA Snow Duration NA HORZ(LL) 0012 B - - H 340 1 - / - Des Ld 5500 EXP NA HORZ(TL) 0018 B P Min Brg Width Req = 1,5 Mean Height NA ft NCBCLL 1000 TCDL, NA psf Code / Misc Criteria Creep Factor 2 0 J Min Brg Width Req = 1,5 Soffit 200 BCDL: NA psf Bldg Code FBC 61h.ed 2017 Max TC CSI 0481 H Min Brg Width Req Load Duration 1.00 MWFRS Parallel Dist NA TP1 Sid 2014 Max BC CSI 0770 Bearings IN & J are a rigid surface, Bearing P requires a seat plate Spacing 24.0 C&C Dist a NA ft Rep Factors Used Yes Max Web CSI 0 330 Loc from endwall NA FT/RT 12(0)110(0) Members not listed have forces less than 375# 1 NA GCpi NA Plate Type(s) Maximum Top Chord Forces Per Ply (Ibs) Wind Duration NA WAVE VIEW Ver 17 02 02A 1213 21 Chords Tens Comp, Chords Tens Comp Lumber A - B 0 -436 D- E 0 -1078 Value Set 13B (Effective 6/1/2013) 6 - C 0 -1048 E - F 0 -435 Top chord 4x2 SP #2 N C-D 0 -1220 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "'I 3B" uses design values Chords Tens.Comp, Chords Tens. Comp. approved 1/30/2013 by ALSO 0 - N 860 0 L - K 1221 0 Additional Notes N-M 1219 0 K - J 858 0 See ANSI/TPI 1 Sect 7 for additional bracing M - L 1220 0 J - 1 836 0 requirements Bracing material to be supplied by erection contractor Maximum Web Forces Per Ply (Ibs) Truss must be installed as shown with top chord LIP. Webs Tens.Comp Webs Tens Comp A- P 0 -629 E - J 0 _6% A- 0 693 0 F- 1 0 -400 kS 0 - B 0 -673 is RIO. mil;d TE 0 278"'Zyr/0NAk, 05/ 18/2018 WARNING*- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI an SBCA) or safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached . Locations shown for permanent lateral restraint of webs shall have bracinginstalled per SCSI sections B3 B7 or B1 0 s applicable rigid ceiling plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to acabeAppy , drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin ornponents Group Inc. shall not be responsible for any deviation from this draiwinian , failure to build the trussinconformance011, or for handlin% shippin?, installation and bracing of trussesA seal on this dr wi or cover pape listing this drawing, indicates acceptance of pro) essiona engineering responsibili solely for the design shovIn, The sui ability anduseofthisrawingforanystructureistheresponsibilityoftheguildingDesigterperANSIfTPII56c.2. or More information See this job's general notes page and these web Sites ALPINE wwwalpineitw com, TPI www toinst ont SBCA wvvw. shundustiry Corn ICC www iccsaf Kim= 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number: N333547 VARIOUS 9A6/9A7J98SF 02A,RB01 Truss Label: FT6 5'4"8 54"8 3" 2'6" — TYP) 4X4 1,5XA3 3X36 5'1I 2 90 f. 5"ll 2 P 1,5X3 4A4 1.5X3 6814 1'4"6 3XC3 3X3 D Ply 1 SEON 40181 / T41 I SY42 Cust RR8975,)Ref 1Wbl89750074 City 1 FROM RAA DrwNo 137,18A20138929 KM / DF 05117/2018 14'5"14 7'9" 3X3 3X3 4X4 E F G 5A,5 I,0A15 1,:)A,5 15A15 I J A. 11 9'4" I 4A4 I,bxj 14'5"14 Loading Criteria (psf) Wind Criteria Snow Criteria (Pq pf,n PsF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 4000 Wind Sid NA Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W TCDL 1000 Speed NA mph Pf NA Ce NA VERT(LL) 0 137 D 999 360 P 797 1 - 172 BCLL 000 Enclosure NA I Lu NA Cs, NA VERT(TL) 0 259 D 904 240 H 783 BCDL 500 Category NA Snow Duration NA HORZ(LL) 0,018 1 - - P Min Big Width Req = 1 5 EXP: NA Des Ld 5500 Mean He NA Q HORZ(TL) 0 024 1 H Min Brg Width Req = - NCBCLL 1000 TCDL, NA psf Code / Misc Criteria Creep Factor 2 0 Bearing P is a rigid surface. Soffit 200 BCDL: NA psf Bldg Code. FBC 6thLed 2017 Max TC CSI 0564 Bearing P requires a seat plate, Load Duration: 1,00 MWFRS Parallel DistNA TPI Std: 2014 Max BC CSC0 840 Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a, NA it Rep Factors Used: Yes Max Web CSI. 0426 Maximum Top Chord Forces Per Ply (Ibs) Loc, from endwall NA FTIRT 12(0)/10(0) I NA GCpi NA Plate Type(s). Chords Tens Comp Chords Tens Comp, Wind Duration NA WAVE VIEW Ver 17,02 02A 1213 21 A - 6 0 -546 D - E 0 - 17W B - C 0 -1387 E - F 0 -1420Lumber C-D 0 -1741 F-G 0 -595 Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #1 Chords Tens -Comp- Chords Tens Comp. Webs 4x2 SP #3 Lumber value set '1313" uses design values O-N 1075 0 L - K 1747 0 approved 1/30/2013 by ALSC N-M 1734 0 K-J 1701 0 M-L 1741 0 1 - 1 1122 0 Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Maximum Web Forces Per Ply (Ibs) Attach to each truss where shown with 3-1 Od Box or Webs Tens.Comp Webs Tens. Comp, Gun nails (0 128"x3",min ), Strongback material to be Supplied by erection contractor. A - P 0 -765 E - J 0 -445 Truss must be installed as shown with top chord up. A-0 868 0 J - F 473 0 O-B 0 -840 F - 1 0 -837 ttq B,N 495 0 1- G 894 0 N - C 0 _ 586 G - H 0 774 T E 0 e J 40278 05/18/2018 WARNING** READ AND FOLLOW ALL -NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i require extreme care in fabricating. handlinp, shipin, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingnentSafetyInformation, b cTPIanSBCA) or safetyv ractices prior to performing these functions. Installers shall provide temporary d lin Locations shown for ermanent lateral restraint f webs shall have bracing ins ailed p% BC I sections B3, B7 or 105hBCUnlessnoteddherwise,top chord shall have proped attached structural sheathin q and bottom ghord shall have a progerly e cST' p P, plates to each face o truss and position as shown above and on the Join Details, un ess noted otherwise. Refer to' p?y Is 16OA-Z for standard plate positions. ad nINEdivision6IdnComponentsnGInc.Inshalln be responsibleIof1 .1 ts Group chip in in ta la n e an deviation from this d'a In vaoygfa,1rucover,e " buildd, thie V I -t ' nr lbaf ' bracing t u. e A this r pwithnFrinancihANP, l- 0, 1' S p hand n 0 s P s spo- ss s ..I on T71acceptance he 2400 Lake Orange Dr. nthisdrawingt .1 . . of 0 ss to . ta"n n engineering es on h I , the de In The s.i , b lityp , 'I't solely SI d In T e thisofr. I, raj i g or y structure is r es Pons Iiof the u I I ng s g er P - r YAf N. SI1TP1 I c 1?b he Id D e .12 Suite 150 information see this job's oeneral notes pane and these web sites ALPINE wwwaloinettwcom TPI wwwtDinstora SBCA wwws1bcindustrvcojn ICC www iccsafe ora Orlando FL, 32837 Job Number: N333547 Ply 1 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Oty: 1 Truss Label; FTGE Loading Criteria (pst) TCLL: 40,00 TCDL 10.00 BCLL 000 BCDL 500 Des Ld. 5500 NCBCLL: 10.00 Soffit 2-00 Load Duration 1 00 Spacing 12 0 " SEON: 40182 / T11 / SY42 Cust RR8975 JRef. 1Wb189750074 FROM AILS DrwNo: 137.181201 38289 KM / DF 05/17/2018 17T 2'10" 14'5"4 14'8"4 17'8 17.8 1 1'7"4 3;. 1'3" 12 3" 3^ 2'9"4 __ 1'A" TYP) 3X3 A B C D E F G i J K L A Y r N X W V U T S R ' O p O 2X4 3X3 Wind Criteria Wind Std. ASCE 7-10 Speed. 150 mph Enclosure- Closed Risk Category II EXP C Mean Height: 15.00 If TCDL 4 2 psf BCDL: 3.0 psf MWFRS Parallel Dist- 0 to h/2 C&C Dist a 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 136 (Effective 6/1/2013) Top chord 4x2 SP #2 N But chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Special Loads Lumber DurFac.=1.00 / Plate Dur.Fac.=1.00) TC: From 253 plf at 0.00 to 384 pif at 6.88 TC. From 384 pif at 6.88 to 384 plf at 14A4 BC From 5 pit at 0.00 to 5 plf at 14.56 Plating Notes All plates are 1.5X3 except as noted Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. 14'8"4 Snow Criteria (Pg,PI'm 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 Deft/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0-002 B 999 360 VERT(TL): 0.006 B 999 240 HORZ(LL) -0.001 B - - HORZ(TL): 0.001 B Creep Factor 2.0 Max TC CSI 0.360 Max BC CSI 0 013 Max Web CSI 0.122 Maximum Reactions (Ibs), or *=PLF Loc R / U / Rw / Rh / RL 1 W N* 352 /47 115 /- /- 1176 Wind reactions based on MWFRS N Min Brg Width Reg = - Bearing Y is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens Comp X - B 76 - 404 VIEW Ver 17 02.02A.1213.21 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C - W 69 407 H - R 66 512 D - V 68 440 1-0 66 510 E - U 67 476 J - P 68 523 F - T 66 507 K - O 61 469 G -S 66 513 J /* : * ATE 4 f", w {q, ply[ ff 40 278 U(yyttMAtIitMU t 05/ 18/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handitnd shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building tSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. BCSL Unless noted oytherwise,top chord shall have properly attached structural sheathinc7 and bottom hord shall have a pro erly aid ceiling Locations shown for ermanent lateral restraint of webs shall have bracingq Installed p r BC I sections B3, 67 or 10. te. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. of ITW B iIdinlComponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the nce with NSltl PI 1, or for handhnq shipping, Installation and bracing of.trussesA seal on this drwirig or cover pagge, in indicates acre tance of pro essrona en ineering responstbihtt v solely for the desi n SShown. The suiFablhty s drawing for any structure is the responsibiUty of the Building Deslgrfer per ANSIlTPI 1 Sa 2. see this lob's general notes page and these web sites: ALPINE. wwwalpineaw. com:. TPI: wwwtpinst. ord SBCA: wwwsbcindustrv. corn. ICC. www. iccsaf ALPINE 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number: N333547 VARIOUS .9A6/9A7 ,198SE ,02A ,RB01 Truss Label: FT7 Loading Criteria (psf} TCLL: 40,00 TCDL 10,00 BCLL: 000 BCDL 500 Des Ld 55,00 NCBCLL 1000 Soffit: 2,00 Load Duration- 1.00 Spacing: 24.0 " 5'4"8 5A"8 3" 2'6" TYP) 3X3 1.5X3 3X3 3X3 A B C Ply 1 SEQN: 40183 l 132 / SY42 Cust RR8975 JRef 1W4189750074 Qty 6 FROM: RAA DrwNo: 137.18.1201.38928 KM / DF 05/ 17/2018 7'0"12 11'2"4 8„4 41 " 8 1'3' 12 3X3 1.5X3 3X3 15X3 D E F I— I'll I'll 2x4 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 6l1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP # 3 Lumber value set" 13B" uses design values approved 1/30/ 2013 by ALSC Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 117'4 Snow Criteria (Pg P in PSf) j Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA, PP Deflection in loc L/defl L/# Loc R J U Rw J Rh / RL111 f W Pf. NA Ce: NA VERT(LL) 0 076 C 999 360 N 602 J - 7.2 Lu NA Cs NA VERT(TL) 0 165 C 999 240 H 603 / - 3.0 Snow Duration NA HORZ(LL) 0 019 B - - N Min Brg Width Req = 1.5 HORZ(TL) 0. 030 B H Min Brg Width Req = 15 Code / Misc Criteria Creep Factor 2.0 Bearings N & H are a rigid surface Bldg Code FBC 6th.ed 2017 Max TIC CSI 0 580 Bearing N requires a seat plate. TPI Std 2014 Max BC CSI 0 741 Rep Factors Used. Yes Max Web CSI: 0,296 Members not listed have forces less than 375# FT/RT:12( 0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp Plate Type(s) WAVE VIEW Ver 17 02.02A 1213,21 A - B 0 -391 D - E 0 -980 B - C 0 - 907 E - F 0 - 378 C - D 0 - 988 t 0 278 fb ttuf trtrtwWrj 4lltttF# 05/18/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens- Comp M- L 773 0 K- J 988 0 L -K 990 0 J - 1 763 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. A-N 0 - 573 E - 1 0 612 A-M 621 0 1 - F 601 0 M- B 0- 606 F- H 0 553 J -E 434 0 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS as require extreme care in fabricating, handlin shlppin . installing and bracing. Refer to and follow the latest edition of BCSI (Building onent Safety Information, by TPI and SBCA) fo'r safety ractices prior to performing these functions Installers shall provide temporary qer BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propperly d ri gqidceilingLocationsshownforppermanentlateralrestraintofwebsshallhavebracingInstalledperBCIsectionsB3, B7 or 910. icable Apply platestoeachface_ottruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to igs 160A-Zforstandardplatepositions. a division of ITW BuildinlComponents Group Inc shall not be responsible for any deviation from this drawing anv failure to build the h conformance with ANSI/l PI 1, or for handimj shipping, installation and bracing of trussesA seal on this drawirVg or cover page , I this drawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suitability ise o this drawing for any structure is the responsibility of the Building Desig er per ANSI/TPI 1 Skc.2. e information see this job`s Sieneral notes page and these web sites: ALPINE: wwwalpineitw. com_ TPI. wwwtoinst. ora- SBCA wwwsbcindustry coin ICC. www. iccsafe M+fiW :MfRNY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 '..... Fly: 1 VARIOUS ,9A6/9A7 ,198SF ,02A ,RF01 Qty 1 Truss Label: FT8 Loading Criteria (psi) TCLL 4000 TCDL: 10,00 SCLL 000 BCDL 5.00 Des Ld 5500 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing 24.0 " Wind Criteria Wind Sid NA Speed: NA mph Enclosure NA Category NA EXP NA Mean Height NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a NA it Lae 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 Truss must be installed as shown with top chord up. 1'7" 8 2'5"8 4'1" 17 8 10' 1'7" 8 3" 1.3"12 _m. 1'3"12 3X4 15X3 15X3 3X4 A B C D 4,1„ Snow Criteria (Pg, Pf in PSF) Pg NA CtNA CAT NF 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_12(0)/10(0) Plate Type(s): WAVE SEQN: 40184 / T35 / SY42 Cust, RR8975 JRef. iWbl89750074 FROM: RAA DrwNo 137.18 1201.38227 KM t OF 05/17/2018 g.4.. Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 B 999 360 VERT(TL): 0.011 B 999 240 HORZ(LL)--0-002 D - HORZ(TL) 0 003 D Creep Factor. 2.0 Max TC CSI: 0,117 Max BC CSI: 0.072 Max Web CSI 0 081 VIEW Ver 17 02 02A.1213,21 J '/* llfdtRflittliM 05fi812018 Maximum Reactions (Ibs) Lac R /U /Rw /Rh /RL /W H 225 !- /- /- /3.0 E 225 /- /- / - H Min Brg Width Req a 1.5 E Min Erg Width Req = - Bearing H is a rigid surface Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building t Safety Information, byY TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary. BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proRerlyidceilingLocationsshownforermanentlateralrestraintofwebsshallhavebracinginstalledprBCSIsectionsB3, B7 or 910e.- AppTy plates to each face ofptruss and position as shown above and on the Joint Details, un ess noted otherwise Refer to i of ITW Building omponents Group Inc shall not be responsible for any deviation from this drawin anv failure to build the ance with ANSin 11, or for handlin shipping, installation and bracing of,trussesA seal on this dr, wirtg or cover page , ring indicates acceptance of pra essionar engineering responsibility solely for the desi n shown. The suitability s "awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S%c.2. see this iob's general notes nacte and these web sites: ALPINE. wwwaloineitw. com_ TPI. wwwtninst. ore SECA: wwwsbcindustry conr ICC www lccsaf I Fm h ""= 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333547 Ply 1 SEQN 54582 / T42 / COMN Gust RR8975 ,)Per: 1 Wb189750074 VARIOUS ,9A619A7 ,198SE ,02A ,RB01 Oty 4 FROM AILS DrwNo 137.18.1201.40286 Truss Label: AS KD / WHK 05117/2018 T3" 14'11 " 8 22'8' 29' 11' N 7.3.. 7. 81.8 7.8"8 7.3., 6x6 E 3X12 E3) - 5X5 3Xa . 5x5 3X5 (E31 4X4(E3) 4X41( 8) Loading Criteria (psf) Wind Criteria TCLL 2000. Wind Std ASCE 7-10 TCDL. 17.00 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II Des Ld 4700 EXP C Mean Height 24, 56 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 6/1/2013) Top chord 2x4 SP #2 N Sot chord 2x6 SP #2 N B2 2x4 SP #1 Webs 2x4 SP # 3 :W2, W4 2x4 SP #2 N. Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2,000' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set " 13B" uses design values approved 1/30/ 2013 by ALSC Bracing a) 1 X4 # 3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113" x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for It) 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 Q 6° oc. Wind Wind loads based on MWFRS with additional C&C member design. 29' 11" 8' 1411 i" 8 8' 2211 "8 6` 11"g 1'tl"8- 2911.' _._....... . 200 12 Snow Criteria (PgPf in PSF) Defl/CSI Criteria i Maximum Reactions (Ins) Pg NA CL NA CAT NA, PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL): 0.082 K 999 360 M 1546 / 429 1021 / - / 287 3.5 Lu- NA Cs NA VERT(TL): 0.313 K 999 240 N 1546 1429 1021 / - / - 3-5 Snow Duration NA HORZ(LL) 0.037 G - - Wind reactions based on MWFRS HORZ(TL) 0. 073 J - - M Min Brg Width Req = 2-1 Code / Misc Criteria Creep Factor: 2.0 N Min Brg Width Req = 2.1 Bldg Code FBC 6th.ed 2017 Max TC CSI: 0,947 Bearings M & N are a rigid surface TPI Sid 2014 i Max BC CSI: 0,673 Rep Factors Used: Yes Max Web CSI: 0,423 Members not listed have forces less than 375# FT/RT 20( 0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp, Chords Tens Cornp. Plate TYpe(s) WAVE VIEW Ver 17.02.01A 1115 21 B - C 908 -2370 E - F 765 - 1692 C - D 908 - 2282 F - G 910 - 2282 D - E 763 - 1692 G - H 907 - 2370 1a. t'it t • 7 e N A' E 402 '` QNAIM, Maximum Bot chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp B - L 1958 - 662 K - J 1950 - 679 L - K 1950 -663 J - H 1958 - 678 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp. D - K 354 - 635 K - F 353 - 635 E - K 802 - 329 05118/2018 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 shi pin installing and bracing.. Refer to and follow the latest edition of SCSI (Building inept Safety Information, byTPIandSBiAsaFetyIracticespriortoperformingthesefunctionsInstallersshallprovidetemporary. 1 pe.r,SCSI. Unless noted othenvlse,top chord shall have properly attached structural sheathing and bottom hord shall have a pro lerly d rlgqld cellina Locations shown forAermanent lateral restraint of webs shall have braan9 installed per BC I sections,S3, B7 or 610 licafFle. Apply Plates toeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to' line, a division of ITW Build n1 omponents Group InC shall not be responsible for any deviation from this drpwin apy failure to build the gs in conformance with AN I I f l 1, or for handlm shippin ,Installation and bracing of trussesA seal on this drbvlrlgg ar cover page - in this drawing indicates acceptance of ppro essiona en ineerin responsibility solely for the desi n shoWn. The suifabilrty J use of thisdrawingforanystructureistheresponsbilitoftheBuildingDesignerperANSIfTPItSbc.2. More information see this - obi s general notes pageandthesewebsitesALPINE: www-aipineaw. corn: TPI. www.tpinst. ono, SECA. www. slicindustrv-corm. [CC : www. iccsare I a 16", _:; 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 VARIOUS ,9A6/9A7 ,1985E ,02A ,R801 Truss Label: A2 Ply 1 ' SEON: 54559 / T47 HIPS = CusL R8975 JRef: 1 Wbl89750074 Oty 2 FROM ALS DrwNo: 137-18.1201.42393 KM 1 DF 05/17/2018 TS 1211"8 16'l1"8 22'8' 7 3 _.. 518" 8 4. 5.81.8 4X6 4X6 E F 29'11" 3X12(E3 _5X5 =5X5 n,3X12`E31 4X (E') =3X12 4X4(6) 10,18, 6'11"8 6`11'•P,... Loading Criteria (psf Wind Criteria TCLL 2000. Wind Std. ASCE 7-10 TCDL: 17.00 Speed- 150 mph BCLL 000 Enclosure: Closed BCDL 10.00 Risk Category II EXP: C Des Ld 4700 Mean Height: 24.06 ft NCBCLL 10,00 TCDL 42 psf Soffit: 000 BCDL: 5.0 psf Load Duration 1,25 MWFRS Parallel Dist h/2 to h Spacing 24.0 " C&C Dist a 3 00 It Loc, from endwail. not in 9 00 ft GCpt 0,18 Wind Duration 1 60 Lumber Value Set- 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N :B2 2x4 SP #1 Webs 2x4 SP #3 W2, W5 2x4 SP #2 N Lt Slider 2x6 SP #2 N BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N BLOCK LENGTH = 2.000' Lumber value set "138" uses design values approved 1/30/2013 by AI -SC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113" x2 9",min)- Restraint material to be supplied and attached at both ends to a suitable support by erection contractor a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member Attach with 0.128x3" gun nails @ 6" oc. Wind Wind loads based on MWFRS with additional C&C member design. 29'11' 8' 14'11'*8 8' 22' 1 1 "8 6'1 V 8 1'0"8, 29'l1" ,..., a{ 1,200"12 Snow Criteria tPg,Pf in PSF) I Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA GAT: NA` PP Deflection in loc L/defl U# Lae R / U l Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0,076 L 999 360 N 1547 / 433 1027/ - / 254 3 5 Lu NA Cs NA VERT(TL) 0 293 L 999 240 O 1547 / 433 1027 / - 3 5 Snow Duration NA HORZ(LL) 0 042 H - - Wind reactions based on MWFRS HORZ(TL)- 0.070 K N Min Erg Width Req = 2.1 Code / Misc Criteria Creep Factor. 2.0 O Min Brg Width Req = 2 1 Bldg Code: FBC 6111-.ed 2011 Max TC CSI: 0.731 Bearings N & O are a rigid surface. TPI Std 2014 Max BC CSI 0 672 Rep Factors Used Yes Max Web CSI 0.222 Members not listed have forces less than 375# FT/RT20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver 17.02.01A.1115 21 B - C 964 -2378 F - G 811 - 1712 C - D 943 - 2271 G - H 945 - 2271 D -E 810 -1712 H - 1 962 -2378 E - F 820 - 1531 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Cornp. B - M 1943 - 692 L - K 1935 - 721 M - L 1935 - 693 K - 1 1943 - 720 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Cornp. D -L 313 -574 L -F 401 -185 E -L 401 -185 L -G 312 -574 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI and SBCA) ffir safety practices prior to performing these functions Installers shall provide temporary bracing per 6CSi. Unless noted otherwise,top chord shall have properlyy attached structural sheathing and bottom hord shall have a propperly attached rigid ceiling Locations shown for Aermanent lateral restraint Of webs shall have braMingg installed per BC 1 sections 63, B7 or E10. as appllcaime Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildl1I1 Components Group Inc. shall not be responsible for any deviation from this drawin I any failure to build the truss m conformance with AN51/1PI 1, or for handlmq, shipping, installation and bracing of,trussesA seal on this drawrrig or cover pa e, listing this draw indicates ace p ance of pra essiona engineerm responsthili r solely for the desi n shown. The suit9abilityanduseofthis awing for any structure is the responsibility of the wilding Designer per ANSI/TPI 1 S _2, or more information see this job's general notes page and these web sites. ALPINE: www. alpineitw.corn TPI. www.rwnst-oro: SBCA. www. sbundustrv. coin ICC: www.iccsaf 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333547 Ply 1 SEQN 54562 / V31 /HIPS Cost RR8975 JRef 1VVb189750074 VARIOUS .9A6/9A7 198SF 02A,RB01 Oty 2 FROM. ALS DrwNo 137 18 1201 42110 Truss Label: A3 SN / DF 05117/2018 i M TI 'A 110,11"8 18'11 "8 22'9"12 2911 Tl 'A Tl O'A 81 TWA Tl 'A 5X5 T2 F ,, 5X5 E 29'11 " 20-0"12 Vor'8 6'11"8 81 81 6'11 "8 1'0"8 6,11118 14'11 "a 2211 "8 29'l 1 Loading Criteria (psf) Wind Criteria Snow Criteria (PQ Pf III PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL, 2000 Wind Std. ASCE7-10 I Pg: NA Ct. NA CAT NA; PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W TCDL 1700 Speed: 150 mph Pf. NA Ce NA VERT(Ll-): 0.092 L 999 360 N 1657 436 1027 / - /221 13 5 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0.314 L 999 240 0 1658 /436 1027/ - /- /3 5 BCOL 1000 Risk Category 11 Snow Duration NA HORZ(LL), -0.042 C - - I Wind reactions based on MWFRS Des Ld 4700 EXP C HORZITL)i 0.070 K N Min Brg Width Req = 2 3 NCBCLL 1000 Mean Height: 23 56 It Code / Misc Criteria r 2 0 CreepFacto0 Min Brg Width Req = 2 3 Soffit 000 TCDL 4 2 psf Bldg Code FBC 6th ed 2017 Max TIC CSL 0925 Bearings N & 0 are a rigid surface BCDL. 5 0 psf Load Duration. 1.25 MWFRS Parallel Dist h/2 to h TPI Std, 2014 Max BC CSI 0,737 Members not listed have forces less than 375# Spacing: 24 0 C&C Dist a, 3 00 ft Rep Factors Used Yes Max Web CSC 0,261 Maximum Top Chord Forces Per Ply (Ibs)Chords Loc, from endwall not in 9,()o ft FT/RT:20(0)/10(0) Tens Comp Chords Tens Comp GCpi 0 18 Plate Type(s) Wind Duration: 1,60 WAVE I VIEW Ver 17.02.01A,1115 21 B-C 981 -2574 F - G 1086 -2428 Lumber Value Set 13B (Effective 611/2013) Top chord 2x4 SP #2 N T2 2x4 SP #1 Bot chord 2x6 SP #2 N 82 2x4 SP #1 Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2,000' Lumber value set "I 3B" 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 00 Wind loads based on MWFRS with additional C&C S member design C - D 958 -2481 G - H 956 -2483 D - E 1088 -2427 H - 1 980 -2575 E - F 878 - 1942 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - M 2120 -704 L - K 1851 -596 M-L 1850 -571 K - 1 2122 -732 Maximum Web Forces Per Ply (lbs) Webs Tens Comp. Webs Tens, Comp M-E 501 -259 F - K 502 -259 ATE f 0 278 NA 051/18/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DIRAVVINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component SafetyInformation. b E I TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per B SI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom ghord shall ha%a properly attached idcatLocationsshownforermanentlateralrestraintofwebsshallhavebrcininsalledperBCIsectionsB3, 7 or 910, as ap It e pin P, p ca Applyplatestoeachfaceotrussandpositionas shown above and on the JointDetails, unless noted otherwise Refer drawings 160 z for standard plate positions. Alpine, a division of ITW B lk le for any deviation from this drawingany failure to build the truss Xilclij omponentsGroupInc. shall not be responsible listing in conformance with NSII 1 1, or for handlinj shippin?, installation an bracing of trussesA seal on this droving or over pa a ting this drawing, Indicates acceptance of ) essiona enqmeering responsibility solely for the design shown. We suiO bility 0 r anduse ofthisrawingforanystructureisArere of the Building Desigrier per ANSIITPI 1 Sec.2. O( more information see this job's genera( notes page and these web sites. ALPINE www, alpinedw, com TPI www Ininst Ora SBCA www. sbondirstrv. Corn CC www iccsaf gr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Ply 1 VARIOUS 9A6/9A7 .198SE 02A,RBOI Qty 2 Truss Label: A4 8'11"8 14*11 "8 8,11,18 6' 6X6 2X4 D E T2 SEQN 54567 1 T46 / HIPS Cost RR8975JRef 1~89750074 FROM ALS DrwNo 137 18 1201 42392 KM / DF 05117/2018 20'11 T 2911" 6' 8,11 V8 6X6F 20o"12 3X12 E3 5X5 3X8 '5:x 5 3Xl2gE 3) 44(E,) 4X4(E ) Ic 29'11 VOT 8' 8' 611 T 14'11 "8 22'11 "8 29'11" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 2000 Wind Std. ASCE7-10 Pg: NA Ct NA CAT NAPP Deflection in loc L/defl L/# Loc R / U /Rw /Rh RL / W TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) -0 181 C 999 360 M 1547 /679 110201- /187 /35 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0,361 C 999 240 N 1547 / 679 110201- / - / 35 BCDL 10. 00 Risk Category: 11 Snow Duration. NA HORZ(LL). -0. 114 C - - Wind reactions based on MWFRS EXPC Des Ld 4700 HORZ(TL) 0 130 C M Min Brg Width Req = 2 1 Mean Height 23,06 It NCBCLL 1000 TCDL 4 2 psf Code I Misc Criteria Creep Factor 2 0 N Min Big Width Req = 2 1 Soffit 000 BCDL 5.0 psf Bldg Code. FBC 6th.ed 2017 Max TC CSL 0 929 Bearings M & N are a rigid surface Load Duration 1. 25 MWFRS Parallel Dist: 0 to h12 TPI Stdi 2014 Max BC CSI: 0.949 Members not listed have forces less than 375# Spacing, 24.0 C&C Dist a 100 ft Rep Factors Used. Yes Max Web CSI 0 322 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall, not in 9.00 It FT/RT 20(0)/10(0) Chords Tens Comp Chords Tens. Comp, GCpi, 0 18 Plate Type(s). Wind Duration 1 60 WAVE VIEW Ver, 17 02 01A 1115 21 B - C 1157 -2525 E - F 1059 -2150 Lumber C - D 967 -2225 F- G 967 -2225 D - E 1059 -2150 G - H 1156 -2522 Value Set 13B (Effective 6/ 1/2013) Top chord 2x4 SP #1 T2 2x4 SIR #2 Ni Maximum Bet Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2NB22x4SP #2 N Chords Tens Comp Chords Tens Comp Webs 2x4 SP #3 LtSlider2x6SP #2 W BLOCK LENGTH = 2,000' B - L 1879 -701 K - J 1834 -704 Rt Slider 2x6 SP #2 N BLOCK LENGTH = 2,000' L - K 1834 -701 J - H 1879 -702 Lumber value set "136" uses design values approved 1/30/2013 by ALSO Maximum Web Forces Per Ply (Ibs) Wind Webs Tens Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C D - K 418 -175 K - F 418 -174 member design, E - K 215 - 402 1 90278* Invialliv 0.5/ 18/ 2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS asses require extreme care in fabricating, handling. shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Qponent Safety Information, by TPIanSECA) r satiety practices prior to performing these functions. Installers shall provide temporary per SCSI, Unless noted otherwise, top chord shall have properly attached structural sheathingand bottom chord shall have a properly a2Rnjid ceiliny. Locations shown forrmanentlateralrestraintofwebsshallhavebracinginstalledperBCS1sectionsB3B7or910applicableApplyplatestoeachfaceopter.ss and position as shown above and on the Join Details, unless noted otherwise. Refer to iwings 16OA-Z for standard plate positions, tine, a division of ITW Buildi omponprits Group Inc. shall not be responsible for any deviation from this drawintau, failure to build the ss in conformance with ANSapl1, or for handlm shipping, installation and bracing of trussesA seal on this dr wing or over page, e sun ling this drawing, indicates acceptanceofpro) essionA lie responsibilitysolely for the desi nshovkTn. 'Thv ablity tiVineermc d use of thisrawingforanystructureistheresponsibofthebuildingDesignerperANSI/TPI I SK2. more information see this job' s general notes page and these web sites ALPINE www. alomeaw, com TPI www tDinst orG SECA www sbcindtistrv. com ICC. w iccsaf 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Ply: 2 SEON: 54571 l T14 [ HIPS , Cust RR8975 JRef: 1 Wb189750074 VARIOUS ,9A6/9A7 ,198SE ,02A ,R801 Oty 1 FROM ALS DrwNo 137.18 1201.40316 Truss Label: A5G KM / DF 0507/2018 2 Complete Trusses Required 6'11 "a 14' 11 "8 22' 11' 8 6'11"6 8' 8' C 11"8. 6X8 4x4 6X8 D E T2 F 12 W4 4x4 3 - L fi M L 62 K N 3X12(E3) 5X5 4X8 5X5 3X12 E3) 11 4X4(E3) 4X4(E3) 6'11'•8 1'01*8.. 6' 11 "8 14' 19 °8 22 11 "8 29' 11" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) , Defl(CSI Criteria Maximum Reactions (Ibs) TCLL 2000.Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT NA!, PP Deflection in Inc L/defl L/# Loc R 1 U t Rw 1 Rh ! RL / W TCDL 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.139 E 999 360 TL : 0.540 E 999 240 M 3026 ! 1265 ! - ! 3.5 BCLL 0,00 Enclosure: Closed Lu. NA Cs: NA VERT Risk Category II C ) N 3026 l 1265 / - 3.5 BCDL 1000 g rY- Snow Duration: NA HORZ(LL): 0 049 G - - Wind reactions based on MWFRS EXP Des Ld 4700 Mea C HORZ(TL) 0 121 G M Min Brig Width Reg = 2.1 NCBCLL 000 Mean Height: 22 56 ft Code t Misc Criteria Creep Factor 2.0 N Min Brg Width Req = 2.1 TCDL: psf Bearings M & N are a rigid . Soffit Q00 BGDL: 55 00 psf Bldg Code: FBC 6th.ed 2017 Max TC GSI 0 656 id surfacegg Load Duration 1 25 MWFRS Parallel Dist: 0 to h(2 TPI Std: 2014 Max BC CSt 0-959 Members not listed have forces less than 375# Spacing 24 0 " C&C Dist a: 3 00 it Rep Factors Used: No Max Web CSI. 0 282 Loc, from endwall. NA FTlRT:20(0)!10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens Comp.. Chords Tens Comp Wind Duration: 1,60 WAVE VIEW Ver 17 02 01A 1115,21 B - C 1075 - 2601 E - F 1305 - 3169 Lumber C - D 1051 - 2562 F - G 1051 - 2562 D - E 1305 - 3169 G - H 1075 - 2601 Value Set: 138 (Effective 61V2013) Top chord 2x4 SP #2 N T2 2x6 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 N B2 2x4 SP #2 N: s Tens. CompTensComp. ChardWebs2x4SP #3 :W2, W4 2x4 SP #2 N: Chords Chords Lt Slider 2x6 SP #2 N. BLOCK LENGTH = 2,000' B - L 2228 -908 K - J 2226 -908 Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2,000' L - K 2226 -908 J - H 2228 -908 Lumber value set "l36" uses design values approved 1/3012013 by ALSO Maximum Web Forces Per Ply (Ibs) Nailnote Webs Tens Comp Webs Tens_ Comp Nail Schedule,0-128" xY nails D - K 1062 -447 K - F 1062 -447 Top Chord: 1 Row @12.00" o-c. E - K 510 - 809 Sot Chord: 1 Row @12.00" o.c. Webs 1 Row @ 4" o-c. Use equal spacing between rows and stagger Waits 1v, in each row to avoid splitting." Loading rrr` '+r 1 hip supports 6.11-8 jacks with no webs. Wind Wind loads and reactions based on MWFRS. e , A! E ' 1fPyrrrrMwar 40 278` NA r`uun,xluiu ti" 05/18/2018 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 h ndlin shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingnponentSafetyInformation, by TPI ands CA) fo'r safety practices prior to performing these functions Installers shall provide temporary. ing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ehed rigid ceiling Locations shown forAermanent lateral restraint Of webs shall have bracln Installed per BCSI sections S3, S7 or 810, applicable Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ter/ Nings 160A-Z for standard plate positions ALPINENrip, a division of ITW Build n omponents Group Inc shall not be res ponsible for any deviation from this drawingc an failure to build thesInconformancewithANStI/ 11, or for handling shippin ,Installation and bracing of trussesA seal on this drawing or cover paga .. " In this drawingg indicates acceptance of ro)'esslonaTq en ineerin responsib(litt solely for the desi n shown. The suitability 2400 Lake Orange Dr I use of this drawing for any sructure is Phe responsibility of the Building Deslgrfer per ANSIITPI 1 S%c.2. Suite 150 nom information see this job's general notes page and these web sites: ALPINE: www-alpineaw-corn, TPI. www. tpinsttoro. SBCA. www. sbcindustry Corn ICC www iccsafe orn Orlando FL, 32837 Job Number: N333547 VARIOUS ,9A6/9A7 ,198SE ,02A ,R801 Truss Label: A6G S Tl A T1"4 2 Complete Trusses Required 9'3"8 11'7"8, 18'8"4 274 24 _..TO"12 4X8E Ply: 2 SEON: 54596 / T15 / SPEC Cust RR8975 JRef: 1Wbi89750074 Qty 1 FROM ALS DrwNo: 137.18.1201A0410 KM / DF 05/17/2018 22'11'8 2911" 4'3"4 6`11 8 - 3X'I2fE3 =5X10 J4X8 `"` -:8X10 i2X4 i!3X12((E3) 4X4(E3) 4X4(E 3I 1'0"8, 6'11"8 4.4'•8 Loading Criteria (psf) , Wind Criteria TCLL: 20,00 Wind Std ASCE 7-10 TCDL: 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 10"00 Risk Category: 11 EXP C DDes Ed. 4700DesEd. CLL: Mean Height. 23.15 It 0 TCDL 4.2 psf Soffit: 0,00 BCDL 5,0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a 3.00 ft Loc. from endwall not in 9.00 ft GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N B2 2x4 SP #2 N: Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N BLOCK LENGTH = 2,000' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2,000' Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule :0-128"xY nails Top Chord: 1 Row @12.00" o"c Bot Chord. 1 Row @a 12.00" o"c. Webs i 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1-25 / Plate DurFac.=1.25) TC: From 78 pif at -1.04 to 78 pif at 18,69 TC: From 39 plf at 18.69 to 39 pif at 22,96 TC: From 78 pif at 22.96 to 78 pif at 30,96 BC: From 20 pif at 0.00 to 20 pif at 18,54 BC: From 10 pif at 18,54 to 10 pif at 22,93 BC: From 20 pif at 22.93 to 20 pif at 29,92 TC: 240 lb Conc. Load at 19,90,20,90,22,90 TC: 333 lb Conc. Load at 22.96 BC: 1953 lb Conc. Load at 18.69 BC: 148 lb Conic . Load at 19,90,20,90 BC: 551 Ib Conc" Load at 22.93 Wind Wind loads and reactions based on MWFRS. 29'11" 7'2"8 4'3'4 T1"4 18.6118 _.. 22 9' 12 ..,. 29'11 Snow Criteria (Pg,Pi'm PSF) Defi/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT NA,' PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL) 0 187 G 999 360 P 2726 1 1233 / - 3.5 Lu NA Cs NA VERT(TL) 0 700 G 809 240 0 4011 ( 1828 t - 3.5 Snow Duration NA HORZ(LL) 0 062 1 - Wind reactions based on MWFRS HORZ(TL) 0 147 1 P Min Brq Width Req = 1.9 Code / Misc Criteria Creep Factor 2 0 O Min Brg Width Req = 2.8 Bldg Code: FBC 6th.ed 201 x Max TC CSI 0 952 Bearings P & 0 are a rigid surface. TPI Sid: 2014 Max BC CSI: 0.869 Rep Factors Used No Max Web CSI 0 889 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens" CompPlateType(s) WAVE VIEW Ver 17.02-01A.1115.21 B - C 1034 -2271 F - G 1765 - 3905 Additional Notes C - D 1009 - 2231 G - H 1772 - 3919 D - E 987 - 2170 H - I 1578 - 3466 WIND LOAD CASE MODIFIED! E - F 1389 - 3079 I - J 1605 - 3509 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. B - O 1929 - 866 M - L 3021 - 1367 O - N 1905 - 853 L - J 3013 - 1364 N - M 2885 - 1296 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp. E - N 2334 -1046 F - M 1190 - 547 N - F 1026 - 2156 M - H 1234 - 557 Z" b! a w sssee• 0 27$'-"',,yie,..NM, 05/18/2018 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 (BuildingtSfetyInformation, by TPI and SBCA) fdr safety practices prior to performing these functions Installers shall provide temporary01. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom hord shall have a propperlydceilingLocationsshownforermanentlateralrestraintofwebsshallhavebracingqinslaliedperBCIsctionsB3, B7 or 810, Apply plates to each face otptruss and position as shown above and on the Joint Details, unless note otherwise. Defer to a division of ITW Buildineet1 Components Group Inc shall not be responsible for any deviation from this drawingq anyy failure to build the conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of•trussesA seal on this drawit5gg or cover pa e , . this drawingq indicates acceptance of ro) essionaf engineering responsibility solely for the desi n shown. The sui ability e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sbc.2. more web sites: ALPINE: ww 31wneitw.com: TPI: 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333547 Ply 2 SEON 40135 I T13 / HIPS Cust R R8975 JRef i Wbl89750074 VARIOUS ,9A619A7 ,198SE ,02A ,RB01 Oly 1 FROM ALS DrwNo 137 18.1201.38304 Truss Label: 81G KM ! DF 05/1712018 2 Complete Trusses Required 3'11"4 77' 10 14' isa, 22'11.'4 29`11"4 311 4 37" 12 2'5 4' 48' _... 4.3,.4 2X4= 4X4 12 p' H 65X82X4 4X4 6X6 2.X4 b A B C D E T2 G ,... T4 VV2 VY9 A1 i 94 Q P 0 N M L B2 K R .. i3X8 5X14 i2X4 2X4 S51017 55101:' 6X6 s4X4(Bli 4X6 3'11" 4 m_. 3'9" 8 2'1"8 41"12 4'9"12 3'3"13 7'9"l1 1' 311"4 7' 9"12 ter __ 9104 14' 189' 12 m._ 221'9 29' 11"4 Loading Criteria (psf) I Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSi Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg NA Ct NA CAT. NA; PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh i RL / W TCDL 17.00 Speed: 150 mph Pf NA Ce: NA VERT LL 0 269 O 839 360 Enclosure: Part. Eric ( ) O 2788 12089 1 630 /- / 172 / 7 3 BCLL 0,00 Lu: NA Cs: NA VERT(TL) 0.650 O 522 240 L 5598 / 3917 / 1534 / - / - Ill 3 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) -0 053 A - - K -954 / 954 / 671 t - 1- Ill 3 Des Ld 4700 EXP G HORZ( TL) 0 085 A R 421 / 288 / 557 / - 1- / 8.0 Mean Height. 15. 00 ft Wind reactions based on MWFRS NCBGLL. 10.00 ;TCDL: 4.2 psf Code i Misc Criteria 'Creep Factor. 2.0 Soffit: 0 00 BCDL: 5,0 psf Bldg Code FBC 6th ed 2017 Max TC CSI 0 942 O Min Brg Width Req = 1.5 Load Duration: 1. 00 MWFRS Parallel Dist 0 to h/2 TPI Sid2Q14 Max BC CSI 0.591 L Min Brg Width Req = 39 Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3,00 ft Rep Factors Used: Yes Max Web CSI: 0.736 R Min Brg Width Req = 1.5 Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) GCpi: 0.55 ; Plate Type(s) Bearings O, L. K, & I are a rigid surface. Bearings 0, L, K. & I require a seat plate. Wind Duration 1_ 60 WAVE, 18SS VIEW Ver 17 02 02A 1213 21 Lumber Members not listed have forces less than 375# Value Set: 13B ( Effective 6/1/2013) Maximum Top Chord Forces Per Ply (tbs) Chords Comp Tens - Tap chord2x4 SP #2 N :T2, T4 2x4 SP #1 Chords Tens Comp _ Bot chord 2x4 SP 2400f-2.OE :62 2x4 SP #2 N: A - B 2388 - 3201 D - E 1901 -2560 Webs 2x4 SP # 3 :W2, W9 2x4 SP 2400f-2,OE, B • C 2388 - 3201 E - G 1905 - 2566 W11 2x4 SP # 2 N: C - D 3153 -4238 Lumber value set " l3B" uses design values approved 1/3012013 by ALSC Maximum Bot Chord Forces Per Ply ( Ibs) Nailnote Chords Tens.Comp. Chords Tens Comp Nail Schedule:0.128"x3" nails P - O 4241 -3159 M - L 1697 2271 Top Chord: 1 Row @ 7. 00" o.c. O - N 4238 - 3153 L - K 1760 - 2354 Bot Chord: 1 Row @12,00" o.c. N - M 4229 - 3149 Webs 1 Row @ 4" o. c Use equal spacing between rows and stagger nails in each row to avoid splittingMaximum Web Farces Per PI Ibs ftR>MtAtjft*t y Webs Tens Comp. Webs ( Tens. CompSpecial Loads +' #"{ A - O 1038 - 1359 E - M615 - 736 Lumber Dur.Fac.=1.00 / Plate Dur. Fac.=1.00) .*"" " "*. A - P 3360 - 2505 M - G 4985 - 3728 TC: From 282 plf at 0,00 to 318 pif at 3,00 •" °*. TC: From 318 plf at 3.00 to 318 plf at 15.67 • B - P 563 - 679 G - L 1919 - 2702 TC: From 318 plf at 15.67 to 282 plf at 18,67 e ` s P - C 824 - 1111 G - K 2321 - 1666 TC: From 78 plf at 18.67 to 78 plf at 30.94 :ey : D - M 1321 - 1772 BC: From 20 pif at 0.00 to 20 plf at 29,94 8 a TC 425 lb Conc. Load at 18. 67 i f7 F4 • Wind o Wind loads based on MWFRS with additional C&C ". Y 'T r member design. V{^ Additional NotesF " '«.at`\1 oadNegative case requiiressuplift eonnecti n fSee Maximum# 0278 P f Q YM Rr Reactions. 4Utsryt all kptt 05/ i 8/20 ( 8 WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) forsafetypracticespriortoperformingthesefunctionsInstallersshallprovidetemporarybracinperBCSIUnlessnotedatherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly atta'In ngld ceifnq Locations shown for ermanent lateral restraint bf webs shall have bracm installed per BCSI sections B3 67 or 810, as pp, e. Apply plates to each face afptruss and pasrtion as shown above and on the Jolnf9Retails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions - Alpine, a division of ITW Buildin omponents Group 1% shall not be responsible for any deviation from this drpwin anyy failure to build the truss in conformance with ANSU l 1, or for handling, shipping, installation and bracing of trussesA seal on this dr wing or cover pa e , - 2400 Lake Orange Dr - listing this drawin indicates acceptance of pro-tessionafenineerinresponsrbtlitsolelyforthedesinshown. The suiti9abrhty 9 and use of this f rawing for anystructureistheresponsibieyoftheBuildingDesignerperANSUfPI1Sbc.2. Suite 150 or more information see this4ob's general notes page and these web sites. ALPINE: wwwalpineirw. coin TPI: www.tpinst. orgy SBCA. wwwsbondustrv. com: (CC: wwwiccsao ore Orlando FL, 32837 Job Number: N333547 VARIOUS 9A6/9A7,198SE 02A,RB01 Truss Label: B2G 6'1 A 6' 1 A 10, 10' Ply 1 SEQN 40136 / T24 / HIPS Cust R R8975 JRet 1Vvbl89750074 Oty I FROM ALS DrwNo 137 18 1201 38570 KM / OF 05/1712018 108" 16"I'l 20'10-4 25* 4 6"12 5,8, 4'6"4 41 "l 2 4X4 D 414X6(SIRS) 4X6 =6X6 F T3 M N K 5x10 6X6 =4X6 J2X4 30 5' 94' 0 4X4(131) Ir 9' 6 T? 4'6 4 3'8"8 5T"12 1 167'6 2 V1 -12 24'1O'A 30' Loading Criteria (psf) Wind Criteria Snow Criteria tPg Pfm PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 2000 Wind Std ASCE7-10 Pg NA Ct NA CAT NA PIP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL / W TCDL: 1700 Speed 150 mph Pf NA Ce NA VERT(LL) -0046 C 999 360 B 984 / 489 / 896 / - /214 / 8 0 BCLL 000 Enclosure: Part Enc. Lu NA Cs NA VERT(TL) 0 138 M 999 240 N 2705 /1291 /1368/- /80 BCDL 1000 Risk Category: 11 Snow Duration NA HORZ(LL) -0 016 L - - 0 637 /247 1332 /- / 8 0 Des Ld, 4700 EXP. C HORZ(TL) 0026 C Wind reactions based on MWFRS Mean Height 15.00 ft B Min BrWidth Re NCSCLL, 10,00TCDL4psfCode / Misc Criteria Creep Factor 2,0 g = 1 2 5 Soffit 0, 00 BCOL: 5.0 psf Bldg Code FBC 6th ed 2017 Max TC CS1 0 719 N Min Brg Width Req = 3,8 Load Duration 1, 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0989 0 Min Brg Width Reg = 1 5 Spacing 24.0 C&C Dist a: 3.00 ft Rep Factors Used Yes Max Web CS1 0 722 Bearings B, N, & H are a rigid surface Loc. from endwall, Any FTIRT 20(0)110(0) Bearings B, N, & H require a seat plate GCpi: 0,55 Plate Type(s) Members not listed have forces less than 375# Wind Duration 1. 60 WAVE VIEW Ver 17 02 02A 1213 21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens. Comp Chords Tens Comp Value Set 13B ( Effective 6/1/2013) B - C 1149 -1359 E - F 853 -698 Top chord 2x4 SP #2 N T3 2x4 SP #1 C-D 1007 -981 F - G 968 -509 Bot chord 2x4 SP #2 N D - E 960 -950 G - H 198 -715 Webs 2x4 SP # 3 Lumber value set " 136" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/3012013 by ALSC Chords Tens Comp Chords Tens Comp Special Loads B - M 1122 -826 K - J 566 -113 Lumber Dur.Fac.= l .25 /Plate Dur.Fac =1 25) M-L 721 -674 J - H 549 -113 TC From 78 plf at -1.00 to 78 plf at 31 00 L - K 567 -812 BC: From 20 plf at 0.00 to 20 plf at 30,00 TC 172 lb Cone. Load at 21,40 TC 174 lb Cone. Load at 22.94 Maximum Web Forces Per Ply (Ibs) TC: 448 lb Conc. Load at 24,97 Webs- - -Tens Cot np, -,Webs Tens Comp BC 54 lb Cone. Load at 21.40 #ttatttueivae C-M 387 -408 L - F 1629 -1393 BC: 97 Itt Cone Load at 294 BC: 180 lb Cone. Load at 24,97 M-D 584 -490 F - K 965 -1559 E - L 684 - 814 K-G 761 -1643 Wind Wind loads based on MWFRS A"r CN 0 0 2 NAL 5/18/2 18 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, handfi% shipping, installing and bracing Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI an SBCA) r safety practices prior to performing these functions Installers shall provide temporary. bracin per BGSI. Unless noted otherwise,top chord shall have properix attached structural sheathingand bottom ghord shall have a properly attach ri idceiling9y. Locations shownforpermanentlateralrestraintfwebsshallhav%birl'anp installed per BC I sections B3 B7 or 10 as applica e, Apply Oates to each face of truss and position as shown above and on the oin Details, unless noted otherwise. Refer to' drawings 16OA-Zforstandardplatepositions. apy failure to build the Alpine, a divisionofITWBuildomponentsGroupInc. shall not be responsible for any deviation from this drawingALPINE truss in conformancewithANVJAl1, or for handlinj, shipping, installation and bracing of trussesA seal on this dr wing or cover spa e 2400Lake Orange Dr. up listing thisdrawing, indicates acceptance of pro) essiona en sneering responsibility solely for the design shoWn. The ability and use ofthisrawingforanystructureistheresponsibiloftheBuildingDesigrierperANSI1TP11Sec.2. Suite 150 7or more Information see this job's general notes page and these web sites ALPINE: www alpinettw com, TPI www toinst oro SBCA www slacindustiry com Icc — CCsll(. o'. Orlando FL, 32837 Job Number: N333547 Ply I SEQN, 40137 / 125 / COIAN! Cust RR8975 JRef. 1VVbl89750074 VARIOUS 9A619A7 198SE .02A,RB01 Oty 2 FROM ALS DrwNo 137 18 1201 38431 Truss Label: C1 KM I DF 05117/2018 3'3"4 66'4 10'8" 14'9'* 12 18'0"12 2 1'4' 334 3*3" 41 "l 2 4'1 '12 3,3" SSA Loading Criteria (psn TCLL. 20,00 TCDL: 17.00 BCLL: 0,00 BCDL 1000 Des Ld47 00 NCBCLL 10,00 Soffit 0,00 Load Duration: 1.25 Spacing: 24.0 " 4X4 F4X6( 132) 5AIU ",A 1 () 4X6(P2) 68* Wind Criteria Wind Std ASCE7-10 Speed: 150 mph Enclosure Closed Risk Category 11 EXP. C Mean Height 15.00 ft TCDLi 4 2 psf BCDL: 5,0 psf MWFRS Parallel Dist: 0 to h/2 C& C Dist a 3 00 ft Loc. from endwall, NA GCpi 0,18 Wind Duration 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SIP 2400f-2.OE Bot chord 2x4 SP #1 62 2x6 SP SS IB3 2x4 SP #2 N: Webs 2x4 SP #3 Lt Wedge 2x4 SP #1 Rt Wedge 2x4 SP #3: Lumber value set "l 313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur,Fac =1 25 / Plate Dur Fac.=1 25) TC: From 78 pit at -1 .00 to 78 plf at 22.33 BC: From 20 plf at 0.00 to 20 plf at 6.67 BC: From 60 plf at 6.67 to 60 pif at 758 BC: From 100 plf at 7.58 to 100 plf at 13,83 BC: From 60 plf at 13.83 to 60 plf at 14.67 BC: From 20 plf at 14.67 to 20 plf at 21.33 Plating Notes All plates are 2X4 except as noted. 2 plate(s) require special positioning Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes WARNING. 20 psf additional bottom chord live load check has been modified 21 4 4' 4' 10, 8 14 8" 68" 214" 9A Snow Criteria (Pg Pf in PSF) Deft/CSI Criteria A Maximum Reactions (Ibs) Pg NA Ct NA CAT NA, PP Deflection in lac L/defl L/# , Loc R / U /Rw 1Rh /RL IVV Pf NA Ce NA VERT(LL)i 0252 L 999 360 B 1475 / 535 / 773 /214 180 Lu NA Cs NA VERT(TL): 0828 L 470 240 0 1476 1535 /773 /- 8 0 Snow Duration NA HORZ(LL) 0 113 D - Wind reactions based on MWFRS HORZ( TL) 0 242 D B Min Brg Width Req = 1 7 Code / Misc Criteria Creep Factor, 2 0 0 Min Brg Width Req = 1 7 Bldg Code FBC 5th ed 2017 Max TIC CSC 0797 Bearings B & J are a rigid Surface TPI Std 2014 Max BC CSI 0807 Bearings 6 & J require a seat plate Rep Factors Used Yes Max Web CSI 0246 FT/ RT 20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) PlateType(s). Chords Tens Comp Chords Tens Comp. WAVE VIEW Ver: 17 02 02A, 1213,21 B - C 958 -2451 G-H 701 - 1747 C - D 828 -2081 H - 1 828 -2082 D - E 701 -1748 1 - 1 958 -2453 tAT E 0 R\V*..' 0 278 *Nr, SIO IL Wt- NA. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords- Tens Comp. B - M 2100 -811 L - J 2102 -811 M- L 1769 -705 Maximum Web Forces Per Ply (Ibs) Webs Tens,Comp, Webs Tens Comp. C- M 164 -469 N-G 720 -1882 D- M 646 -182 L - H 646 -182 E - N 720 -1882 L - 1 172 -471 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, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an SBCA) r safety practices prior to performing these functions, Installers shall provide temporary bracing er BCSI. Unless noted otherwise.top chord shall have properly attached structural sheathingand bottom chord shall have a pro erly attachexriiidceiliny. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3 B7 or 910 asapplicabe. Apply fl win p y Iates to each face o truss and position as shown above and on the Join Details, unless noted otherwise Refer to' drawings 160A-Z for sandard plate positions. Alpine, a division of ITW BXildin,$Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with NSI P1 1, or for handl% shippin?, installation and bracing of trussesA seal on this dr wii ci or cover page listing this drawing, indicates acceptance of ) essiona engineering responsibility solely for the design shovi7h. The suitability anduseofthisyawingforanystructureisAreoresponsibilityoftheOuildingDesigrierperANSI/TPI 1 Sec.2. For sites: ALPINE v il srLettw. com TPI www tpost org SECA www sbondustry com, iCC ww iccsafe MOR 0Mp- 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Ply 1 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Cry 2 Truss Label: C2 0 Loading Criteria (ps@ TCLL 20.00 TCDL 17.00 BCLL 000 BCDL: 10,00 Des Ld 47,00 NCBCLL: 10.00 Soffit 000 Load Duration 1 25 Spacing: 24.0 " SEQN 40138 / 122 /COMNGust: RR8975 JRef 1Wb189750074 FROM ALS DrwNo: 137 18 1201 38931 KM ? DF 05/17/2018 3' 3"4 6'6'4 1018, 14'9' 12 18'0'12 21'4" 3' TA - 3.3_ 4.1..12— -- 4.1"12 3,3,,... -- 3.3`4 4X4 FN 06( B21 -=DAlu -5X10=4X6(B2} l""... _........ 6. 8.. 6. 8:: Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category II EXP: C Mean Height: 15.00 If TCDL- 42 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 ff GCpi 0.18 Wind Duration. 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP 2400f-2.OE Sot chord 2x4 SP #1 -B2 2x6 SP SS- B3 2x4 SP #2 N: Webs 2x4 SP #3 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=125) TC: From 78 plf at -1.00 to 78 plf at 21.33 BC. From 20 plf at 0,00 to 20 pIf at 6.67 BC From 60 pIf at 6.67 to 60 plf at 7 58 BC: From 100 plf at 7.58 to 100 plf at 13.83 BC: From 60 plf at 13,83 to 60 plf at 14.67 BC: From 20 plf at 14,67 to 20 plf at 21.33 Plating Notes All plates are 2X4 except as noted. 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes WARNING: 20 psf additional bottom chord live load check has been modified 21. 4• 4 4 6.8.' 108" 14'8" 21'4" . Snow Criteria (Pg Pf in PsF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce- NA VERT(LL): 0254 K 999 360 i B 1410 1 536 / 774 1- 1201 8-0 Lu NA Cs: NA VERT(TL)- 0-840 K 464 240 N 1329 ! 496 / 690 /- / - 8 0 Snow Duration_ NA HORZ(LL)- 0.114 D - - Wind reactions based on MWFRS HORZ( TL) 0 241 D B Min Brig Width Req = 1 7 Code / Misc Criteria Creep Factor 2.0 N Min Brg Width Reg = 1.6 Bldg Code. FBC 6th ed 2017 Max TC CSI 0,795 Bearings B & J are a rigid surface. TPI Std 2014 Max BC CSI 0.783 Bearings B & J require a seat plate. Rep Factors Used Yes Max Web CSI: 0,224 FT/ RT20(0)(10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) PlateType(s) Chords Tens Comp- Chords Tens- Comp. WAVE VIEW Ver 17 02 02A 1213,21 B - C 960 - 2381 G - H 704 - 1733 C - D 831 - 2074 H - 1 832 - 2077 D - E 704 - 1735 1 - J 9 - 2400 ATE* tag Farms ` '-.. 4 wrexee f Y 05/ 18/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens Comp B - L 2039 - 813 K - J 2062 - 823 L - K 1775 - 708 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Camp. C - L 166 - 468 M - G 724 - 1889 D - L 577 - 183 K - H 589 - 187 E - M 724 -1889 K - 1 206 - 497 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BGSI (Building ComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSi. Unless Hated tithe wise,top chord shall have properlyy attached structural sheathing and bottom hard shall have a propEperly attachednggidceilinLocationsshownforAermanentlateralrestraintofwebsshallhavebracinginstalledperBCIsections63. B7 or 610' asappllcabieAppyplatestoeachfaceotptrussandpositionasshownaboveandontheJoinFDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate posttians- Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing an failure to build the truss in conformance with ANSI/l Pl 1, or for handlin,, shipping, installation and bracing of trussesA seal on this drawing or Caver pa e listingthisdrawing, indicates acceptance of professional engineering responsibility solely for the desi n shown. The suitability anduseofthisdrawing, for any structure is he responsibility of the engineeringDesigrser per ANSI(TPI 1 S, c.2. For more infonnation see this ob's enerat notes Page and these web sites: ALPINE. www.alPine tw coin: TPI: www-tpinstor SBCA. www.sbcindustr eoo-n. tCC, www. iccsaf A P N v I- r r 2400 take Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N333547 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Truss Label: C3 5711 9' 12A" 5 2" i 1 3.91.5 3.4,. g.4,. 9'4" Loading Criteria (psf)! Wind Criteria TCLL: 2000 Wind Std ASCE 7-10 TCDL: 17,00 Speed 150 mph BCLL 000 Enclosure Closed BCDL: 10,00 Risk Category II EXP C Des Ld 47,00 Mean Height 15 00 It NCBCLL 10.00 TCDL 4 2 psf Soffit 0,00 BCDL 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24.0 " C&C Dist a 3 00 It Loc from endwall 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 Bat 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. Ply i SEQN: 40139 / T10 i COM Qty 1 FROM RAA 16' 1 "5 21,4" 3.4.15 5'2"11 4x4 4x4 D E 21 A" 2,8., 12' 9A" 21'4" Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Pg NA Ct NA CAT NA; PP Deflection in loc L/defl L/# Pf: NA Ce NA VERT(LL) 0 056 1 999 360 Lu NA Cs: NA VERT(TL) 0 290 1 999 240 Snow Duration. NA HORZ(LL): 0 026 1 - - HORZ(TL): 0.062 1 Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th.ed 2017 Max TC CSI: 0.492 TPI Std 2014 Max BC CSI: 0,849 Rep Factors Used Yes Max Web CSI: 0,196 FT/RT 20(0)110(0) Plate Type(s)_-- WAVE VIEW Ver 17 02.02A.1213.21 51 ATE . f R` atttttlliNttAW,t` 05/ 18/2018 Cust RR8975 JRef 1M189750074 DrwNo 137-18'1201-38429 KM f DF 05/17/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh 1 RL r' W B 1123 / 324 / 772 i - / 186 / 8 0 K 1123 /324 /772 l- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1 6 K Min Brg Width Req = 1 6 Bearings B & G are a rigid surface. Bearings B & G require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens. Comp Chords Tens Comp. B - C 642 - 1681 E - F 563 - 1338 C - D 563 -1337 F - G 641 - 1682 D - E 543 - 1153 Maximum Bot Chord Forces Per Ply (ibs) Chords Tens.Comp, Chords Tens Comp B - J 1414 -464 1 - G 1415 - 489 J -1 1153 -314 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. I - F 218 -378 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building mponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary. Zang per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hard shall have a properlyachedrigqidceilingLocationsshownforermanentlateralrestraintofwebsshallhavebracingtnsTalledperBC;I s ctians 63, B7 or 810. appllcaksle Appply plates to each face ofptruss and position as shown above and on the Join Details, unless note otherwise. Refer toiwings16OA-Z fOr standard plate positions, ine, a division of ITW Building ompooents Group Inc shall not be responsible for any deviation from this rawin an failure to build the s in conformance with, T 1 1, or for handim shippm , installation and bracing of,trussesA seal on this drowirtqq or cover pa9e , in this drawing indicates acceptance of pro essiona engineerin responsibility solely for the desi n shovyn. The suit9abihtyJuseofthisdrawingforanystructureistheresponsibilityoftheouildingDesigrierperANSIITPI1Sbc.2. more information see this job's general notes Rage and these web sites: ALPINE: wwwairmeitw. cam: TPI: www. toinstora: SBCA www. sbundnst,v .om- ICC www -csaf n rv+mMrnxr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 VARIOUS ,9A6/9A7 ,198SE ,02A .RB01 Truss Label: C4G Ply 1 SEQN 40140 1 T69 t HIPS Cust. RR8975 JRef 1Wb189750074 Qty 1 FROM ALS DrwNo 13718.1201.38647 KM i OF 05/17/2018 T 8 618'8 7'4" T3" 8 14' 21'4" Loading Criteria (psfl Wind Criteria Snow Criteria (Pg.Pf in PSF) Deft/CSI Criteria A Maximum Reactions (Ibs) TCLL 2000.Wind Std- ASCE 7-10 Pg- NA Ct NA CAT NA I PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL 1700 Speed 150 mph Pf: NA Ce. NA VERT(LL): 0.118 D 999 360 B 2134 / 617 / 8 0 BCLL 0.00 Enclosure Closed Lu NA Cs NA VERT(TL): 0.458 D 881 240 J 2134 / 617 / 8.0 BCDL 10.00 Risk Category 11 Snow Duration. NA HORZ(LL) 0 047 H - - Wind reactions based on MWFRS Des Ld 47 OQ EXPn C HORZ(TL). 0,115 H B Min Brg Width Req = 1.8 Height 15.00 ft NCBCLL 000 MeaTCDL: 42 psf Code I Misc Criteria Creep Factor: 2.0 J Min Br 9 Width Re q = 1.8 Soffit 000 BGDL 5 0 psf Bldg Code FBC 6th ed 2017 Max TC CSI: 0.935 Bearings B & F are a rigid surface Load Duration 1 25 MWFRS Parallel Dist 0 to h12 TPI Std 2014 Max BC CSI: 0.728 Bearings B & F require a seat plate Spacing 24 0 " C&C Dist a 3,00 it Rep Factors Used: No Max Web CSI: 0 409 Members not listed have forces less than 375# Loc from endwall NA FT/RT 20(0)/10(0) Maximum Top Chard Forces Per Ply (ibs) GCpi 0 18 Plate Type(s) Chords Tens Comp. Chords Tens. Comp Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 Lumber B - C 1048 - 3692 D - E 894 - 3255 C - D 893 - 3256 E - F 1049 - 3691 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 T2 2x4 SP #2 IN Maximum Bot Chord Forces Per Ply (Ibs) Botchord2x4SP2400f-2 OE Chords Tens Comp Chards Tens. Comp Webs2x4SP #3 Lt Wedge 2x4 SP #3: Rt Wedge 2x4 SP #3 B - 1 3172 -879 H - F 3171 -880 Lumber value set "13B" uses design values I - H 3534 - 1023 approved 1/30/2013 by AI -SC Loading Maximum Web Forces Per Ply (Ibs) Webs Tens Camp. Webs Tens. Comp 1 hip supports 7-0-0 jacks with no webs. C- I 1075 -172 D -H 193 -418 Wind I- D 194 -416 H - E 1074 -173 Wind loads and reactions based on MWFRS. W1RR 12 tgR Li R ATE OR? " fP • RRM B:iRR 0278[ Yt 1`,Ea` 05n8/ 2018 WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS isses require extreme care in fabricating, handlingg shipping, installing,and bracing. Refer to and follow the latest edition of BGSI (Building mponent Safety Information, by TPI an c7 SBCA) r-o safety practices prior to performing these functions Installers shall provide temporary icinger BGSI. Unless pUessnoted okherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly ached rigid ceilinct Locations shown for ermanent lateral restraint of webs shall hav% bracing msialled per BC i sections B3, B7 or 910, applicaeApplyplatestoeachfaceofptrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to wings 160A-Z for standard plate positions. pine, a division of ITW Buildin omponents Group Inc shall not be responsible for any deviation from this cf rawint any failure to build the sinconformancewithANSIFI11, or for handling, stripping, installation and bracing of_trussesA seal on this dr wit g or cover pa 2400 Lake orange Dr, ingthisdrawingindicatesacceptanceofpro7essionafenmeerinqresponsibilitysolelyforthedesignshown. The sulaiMility Juseofthispawingforanystructureistheresponsibilit, of the building Designer per ANSI/TPI 1 S6c.2, Suite 150 more information see this iob's oeneral notes nape and these weh sites ALPINE www 1-ir itw coin TPI —tor-t ora .,R(;A — shrindii 1 rnm IC:C:" www ir—fa e Orlando FL, 32837 Job Number: N333547 Ply 1 SEON; 54545 / T30 t SPEC Cust R R8975 JRef; 1 Wta189750074 VARIOUS ,9A6/9A7 .198SE ,02A ,RB01 Qty 1 FROM ALS DrwNo 137 18 1201 41892 Truss Label: D1 KM i OF 05/1712018 9'3' 8 13' 5"'15 18'7" 8 51'1_. _42 7 42 r5'1 .9 Loading Criteria (psn Wind Criteria TGLL 2000. Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 0.00 Enclosure Closed BCDL 10.00 Risk Category II Des Ed 4700 EXP C Mean Height: 23. 15 It NCBCLL 10-00 TCDL 4. 2 psf Soffit 000 BCDL 5 0 psf Load Duration_ 1-25 MWFRS Parallel Dist h/2 to h Spacing 24.0 " C&C Dist a: 3 00 ft Loc from endwall not in 9 00 ft GCpi: 0.18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/ 1/2013) Top chord 2x4 SP #2 N Bat chord 2x6 SP #2 N Webs 2x4 SP #3 Lt Slider 24 SP #2 N BLOCK LENGTH = 2 000' Rt Slider 2x6 SP #2 N BLOCK LENGTH = 2.000' Lumber value set "I 3B" uses design values approved 1/3012013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design 4x4 E 18 778 93' 8 9s' a9 4" 1878 Snow Criteria ( Pg,Pf in PSF) Defl/ CSI Criteria Pg. NA Ct NA CAT: NA! PP Deflection in loc L/defl L/# Pf NA Ce: NA 1 VERT(LL)- 0.027 1 999 360 Lu NA Cs NA VERT(TL) 0 104 1 999 240 Snow Duration: NA HORZ(LL) 0 012 G - HORZ(TL): 0.021 1 - - Code / Misc Criteria Creep Factor 2.0 Bldg Code: FBC 6th ed 2017 Max TC CSI 0 351 TPI Std 2014 Max BC CSI 0 504 Rep Factors Used Yes Max Web CSI 0 211 FT/RT:20(0)110(0) Plate Type(s) WAVE VIEW Ver: 17. 02-01A-1115. 21 r + ATE p'' ^ems (.* fjj 0V 0 278 w+ ns, t+tstw t u" 05/ 18/2018 t p 200" 12 3i Maximum Reactions (lbs) Loc R /U /Rw / Rh / RL /W J 996 / 281 / 671 ! - / 179 / 3.5 K 910 1250 / 584 / - / - Wind reactions based on MWFRS J Min Brig Width Req = 1.5 K Min Brig Width Req = - Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp- B - C 592 - 1364 E - F 498 - 1027 C - D 556 -1282 F - G 581 - 1293 D - E 483 - 1026 G - H 598 - 1393 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp. B - 1 1095 - 428 1 - H 1109 - 429 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. E -1 554 -250 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, installingand bracing. Refer to and follow the latest edition of BCSI (Building onent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary p per SCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly d nwd ceiling Locations shown for ermanent lateral restraint of webs shall have br olinc] installed per BCSI sections B3, B7 or 10 alicable Apply pOates to each face ofptruss and positionasshownaboveandontheJoint"Details, unless noted otherwise. Refer to 1gs 160A-Z for standard plate positions a division of ITW Building CComponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the n conformance with ANSIII Pl 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawit q or cover page , , I this drawing indicates acceptance of professional en ineerin9g responsibility solely forthe desi n shoWn. The suitability ise of this drawing for any structure is the responsibilit of the Building Desigrfer per ANSI/TPI 1 Sac.2, e infarrnation see tivs lob's general notes page and these web sites: ALPINE. www.alpineitw.coin TPI. www.tpinst orq; SBCA www.sbcindustry con) ICC: www.iccsare nN:rw CpM Aw 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Ply: i SEON: 54543 / T50 / HIPS Gust R R8975 JReL 1 Wbl89750074 VARIOUS ,9A6/9A7 ,198SE ,02A ,R801 Oty: 1 FROM.. ALS DrwNo: 137 18 1201 42001 Truss Label: D2 KM / DF 05/1712018 5'1111 8' 11"8 13`51'15 4x4 E 187 8 5 3x12(E3) =- 8X8 I3X12((E3) 4X4(E3) 4X4( E3) C" Loading Criteria ( pstl Wind Criteria TCLL 2000 Wind Std ASCE 7.10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure: Closed BCDL 1000 Risk Category. II EXP C Des Ld 4700 Mean Height. 23.06 ft NGBCLL 10.00 TCDL 4.2 psf Soffit 0,00 BCDL 5.0 psf Load Duration: 1. 25 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 " C&C Dist a: 3 00 ft Loc- from endwall not in 9-00 ft GCpi: 0 18 Wind Duration 1 60 Lumber Value Set 13B ( Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Webs 2x4 SP # 3 Lt Slider 2x6 SP #2 N BLOCK LENGTH = 2 000' Rt Slider 2x6 SP #2 N BLOCK LENGTH = 2000' 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 187 8 18' 7"8 1817,18 k t r. 200" 12 Snow Criteria (PgPf in PSF) 4 Defl/CSI Criteria ' Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA; PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL) -0.036 G 999 360 J 996 / 425 / 663 / - / 174 3 5 Lu NA Cs; NA VERT(TL): 0.104 1 999 240 K 910 / 378 / 576 ! - / - Snow Duration NA HORZ(LL) -0.017 C - - Wind reactions based on MWFRS HORZ(TL): 0. 021 1 - - J Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2 0 K Min Brg Width Req = - Bldg Code: FBG 6th.ed 2017 Max TC CSI 0,351 Bearing J is a rigid surface. TPI Std 2014 Max BC CSI 0 504 Rep Factors Used Yes Max Web GSI 0 211 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FTlRL20(0}/10(0} Chords Tens Comp. Chords Tens Comp Plate TYpe(sk WAVE VIEW Ver 17 02,01A 1115,21 B - C 608 - 1364 E - F 478 - 1028 C - D 570 - 1282 F - G 573 - 1293 D - E 477 - 1026 G - H 582 - 1393 fOotr tp f/( ke ATE ;4462F, b• F A0 278! r" rkrrwttrtutc cn 4 05/18/ 2018 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens, Comp. B -1 1095 - 430 1- H 1109 -436 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. E -1 553 - 275 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping. installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA} for safety practices prior to performing these functions Installers shall provide temporary br a. nper BCSI. Unless noted otherwtse,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attach n91d ceding LocationsshownforermanentlateralrestraintofwebsshallhavebraeininstalledperBCIsections83, 67 or 10 as aPphcat5le Appfy plates to each face afptruss and position as shown above and on the Joint90etads, unless noted otherwise. Refer to ` drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance withANSI1, or for handlia shipping, installation and bracing of,trussesA Seal on this drawirfg or cover pagge , listing this drawing indicatesacceptanceofrolesswnalengineeringresponsibilitysolelyforthedesinshown. The suieability and use of this drawing for any structure is the responsibility of the building Desigrier per ANSI[TPI 1 Sbc.2. or rnore information see this job's general notes paqe and these web sites. ALPINE. wwwalpineitw. corn, TPI wwwtoinst. orq_ SBCA: www. sbondustrv. com_ ICC. www. iccsafe. 10— "6,= mamµwer 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number; N333547 VARIOUS 9A619A7,198SE 02A,R60I Truss Label: D3 12 4X4C E3 A i 3X Ply 1 SEQN 54547 / 1-44 /HIPS Cost RR8975JRef 1~89750074 Qty I FROM ALS DrwNo 137 18 1201 42673 KM / DF 05/1712018 6'11"8 117'8 187'8 6'11 "8 4' 8" 7' 4X8 4X6 D E I H 2X4 8X8 4X4 F G 20' 0" 12 K 3X12 IE3) 4X4( E I 187' 8 -4 T V*4 47' 12 7'3"8 Tl "4 11'4" 18'78 Loading Criteria (psi) Wind Criteria Snow Criteria (P9 Pf,n PSF) DeflICS1 Criteria A Maximum Reactions (lbs) TCLL 20,00 Wind Sid: ASCE 7-10 Pg NA Ct NA CAT NAPP Deflection in loc L/defl L/# Loc R U /Rw-/Rh /RL W TCDL 1700 Speed: 150 mph Pf NA Ce. NA VERT(LL) -0 112 F 999 360 j 996 1429 /673 /140 3 5 BCLL 000 Enclosure, Closed Lu NA Cs NA VERT(TL) 0 273 F 999 240 K 910 1383 /586 /- BCDL 1000 Risk Category 11 Snow Duration NA HORZ(LL) -0 067 C Wind reactions based on MWFRS Des Ld 4700 EXPC HORZ( TL), 0 085 C J Min Brg Width Req = 1,5 NCBCLL 1000 Mean Height 22. 56 ft Code / Misc Criteria Creep Factor 2. 0 K Min Big Width Req = - Soffit 000 TCDL 4 2 psf BCDL, 5 0 psf Bldg Code, FBC 6th ed 2017 Max TC CSI 0,679 Bearing J is a rigid surface. Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0,367 Members not listed have forces less than 375# Spacing 24.0 C&C Dist a 100 If Rep Factors Used: Yes Max Web CS1 0,215 Maximum Top Chord Forces Per Ply ( lbs) Loc. from endwall not in 4. 50 ft FT/RTi20(0)/10(0) Chords Tens Comp. Chords Tens, Comp. GCpi 0,18 Plate Type(s) Wind Duration: 1.60 WAVE VIEW Ver 17 02,01A 1115 21 B - C 673 -1417 E - F 578 -1238 Lumber C - D 571 -1230 F - G 780 -1530 D - E 588 -1039 Value Set, 13B (Effective 6/1/ 2013) Top chord 2x4 SP #2 N Maximum Bat Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 IN Chords Tens Comp Chords Tens, Comp, Webs 2x4 SP #3 Lt Slider2x6SP #2 N, BLOCK LENGTH = 2,000' B - 1 1025 -411 H - G 1034 -407 Rt Slider 2x6 SP #2 N, BLOCK LENGTH = 2.000' 1 - H 1026 -412 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. ATE It -1 117 41 0278 Ak- 051/18/ 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 shippin&, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by`YPI anS1eacticespriortoperformingthesefunctions. Installers shall provide temporary bracm2gr BCSI. Unless noted otherwise,top chord snail have properly attached structural sheathingand bottom ghord shall hav properly attachil, Ad ceiliny. Locations shown forpermanentlateralrestraintofwebsshallhavebrycinpinsolledperBCIsectionsB37or910asapplicablee. Apply Oates toeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to' drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Build omponents Group In shall shall not be responsible for any deviation from this drawinuu, failure to build the truss in conformance with ANVIOI 1, or for handling, s ippin?, installation and bracing of trussesA eal on this dr wi g or cover listing this drawin , indicates acceptance of ) , ssiona enymeering responsibilit solely for the desiqn shown. The suitability and use of this grawing foranystructureIsAreoreesofthewildingDesigerperANSIITPIISlft.2. or more Information See this lob' s general notes page and these web Sites ALPINE www alvinertw. cam: TPI www tpinst om SSCA wwwstiondustry Com, ICC www ccsaf M.3y MER I - I q W- 2400 LakeOrangeDr, Suite 150 Orlando FL. 32837 Job Number: N333547 VARIOUS 9A6/9A7 198SE 02A R(301 Truss Label: D4 411 "8 9'3"8 4'11 "8 4*4" Ply: 1 SFQN 54550 / T43 I HIPS I Gust: RR8975JRef 11AM189750074 Qhy 1 FROM ALS DrwNo: 137.18.1201 42562 KM I DF 05/1712018 137'8 187' 4' 4" 4'11 " 8 4X4 G H 20' 0" 12 L 3X12(E3) 4X4( E3) 110,18 5'3" 5'3" 5'3" 13*4" 187" Loading Criteria (riso Wind Criteria Snow Criteria (Pg. Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLIL 20,00 Wind Std ASCE7-10 Pg NA Ct NA CAT. NA PIP Deflection in Inc L/defl L/# Loc R / U I Rw /Rh /RL W TCDL 17,00 Speed 150 mph Pf NA Ce NA VERT(LL0039 G 999 360 K 994 / 420 / 664 /106 35 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 125 E 999 240 L 908 / 376 /576 /- 3,5 BCDL 1000 Risk Category: 11 Snow Duration NA HORZ(LL) -0 022 C - - Wind reactions based on MWFRS EXP, C Des Ld 4700 HORZ(TL) 0 026 C K Min Brg Width Req = 1.5 Mean Height 22.06 ft NCBCLL 1000 TCDL 4 2 psf Code / Misc Criteria Creep Factor 2 0 L Min Brg Width Req = 1.5 Soffit 0.00 BCDL 5 0 psf Bldg Code FBC 6th ed 2017 Max TC CSI 0269 Beafings K & L are a rigid surface. Load Duration: 1,25 MWFRS Parallel Dist, 0 to h/2 TPI Std. 2014 Max BC CSI 0387 Members not listed have forces less than 375# Spacing 24.0 C&C Dist a: 3,00 ft Rep Factors Used Yes Max Web CSC 0 156 Maximum Top Chord Forces Per Ply ( Ibs) Loc, from endwall not in 4 50 ff FT/RT20(0)/10(0) Chords Tens Camp Chords Tens. Comp. GCPI: 0,18 Plate Type(s) Wind Duration, 1.60 WAVE VIEW Ver 17 02,01A 1115 21 B - C 663 -1359 E - F 600 -1131 Lumber C - D 600 -1292 F - G 611 -1298 D - E 601 -1122 G - H 625 -1366 Value Set, 13B (Effective 5/1/ 2013) Top chord 2x4 SP #2 N Maximum Bat Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 NChordsTens.Comp. Chords Tens Comp. Webs 2x4 SP #3 Lt Slider2x6SP #2 N: BLOCK LENGTH = 2.000' B-i 1099 -457 1 - H 1108 -455 Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' J - 1 1354 -572 Lumber value set" t 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design, E V 0' 0 278 N A X00 kru14" 1"101000 05/18/2018 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, handli% shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building 0 E Component Safety Information, b TPI anSBCA) or safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted ®r herwise.top chord shall have properly attached structural sheathing and bottom ghord shall have a properly attached ceiliny. Locations shown for ermanentlateralrestraintofwebsshallhavebracinpinstalledperBCIsectionsB3B7or910asapplicabe. App y Oatestoeachfaceof"iruss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for s anclard plate positions Alpine, a division of ITW Build mponents Group Inc. shall not be responsible for any deviation from this dr?winuu, failure to build the truss in conformance with Wllhpl 1, or for handlinj shipping, installation and bracing of trussesA seal on this dr wi g or cover page c listing this drawing, indicates acceptanceoferdessonaengineeringresponsibilitysolelyforthecles,%n shown. The suitability c and use of this rowing foranystructureisheresponsibilityoftheBuildingDesig%er per ANSI/TPI 1 _ 2. or more information see this job' s general notes page and these web sites. ALPINE www. alpineaw, Com TPI www. triinst Ord SBCA www sbondustry core ICC WwW iccsafe F tIV, Col., 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 VARIOUS 9A6/9A7,198SIE 02A,R801 Truss Label: D5G 211 "8 2'11 "8 12 4X8 6 D 4X4 C o B A 1,0..4 Ne I L 3X12(E3 2X4 04(& Ply 1 SEQN 54552 / T4 / HIPS Cost. RR8975JRef 1Wbl89750074 Qty 1 FROM ALS DrwNo 137 18 1201 42391 KM / DF 05/17/2018 9'Y8 157'8 187" 64" 6-4" 2*111.8 2X4 4X8 4X4 G K 8X8 187' H 20'012 i N 2X4 3XQ E3) 4X4(E ) 110,18 TVA 67A 674 31"4 110"8 3'1"4 9'3"8 15'5"12 187' Loading Criteria (psn Wind Criteria Snow Criteria (P9 Pf,n PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL, 2000 Wind Std ASCE7-10 Pig NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R LU /Rw /Rh /RL / W TCDL 1700 Speed: 150 mph Pf NA Ce NA . VERT(LL0.086 E 999 360 M 1098 447 / - /3,5 SCILL 000 Enclosure; Closed Lu NA Cs NA VERT(TL): 0 335 E 999 240 N 1098 447 1 - /35 BCDL, 1000 Risk Category 11 Snow Duration, NA HORZ(LL). 0.014 D - - Wind reactions based on MWFRS Des Ld 4700 EXP C HORZ( TL), 0.033 D M Min Brg Width Req = 1 5 NCBCLL 000 Mean Height, 21,56 ft Code / Mist; Criteria Creep Factor 2.0 N Min Brg Width Req = 1 5 Soffit 0,00 TCDL: 4,2 psf Bldg Code FBC 6th ed 2017 Max TC CSI: 0 792 Bearings M & N are a rigid surface. BCDL; 5,0 lost Load Duration 1.25 MWFRS Parallel Dist 0 to h/2 TPI Sd 2014 Max BC CSI 0.397 Spacing, 24 0 C&C Dist a, 3 00 ft Rep Factors Used No Max Web CSI. 0 424 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall NA FT/RT 20(0)110(0) Chords Tens.Comp Chords Tens Comp. GCpi 018 Plate Type(s) Wind Duration 1 60 WAVE VIEW Ver 17.02.01A.1 115 21 B -C 599 -1544 E - F 899 -2328 Lumber C - D 557 - 1 474 F - G 557 -1474 D - E 899 -2328 G - H 599 -1544 Value Set 13B (Effective 61112013) Top chord 2x4 SP #2 N Maximum Bet Chord Forces Per Ply (Ibs) Betchord2x6SP #2 N Chords Tens.Comp. Chords Tens Comp. Webs2x4SP #3 Lt Slider 2x6 SP #2 N, BLOCK LENGTH = 2,000' B - L 1274 -487 K - J 1273 -479 Rt Slider 2x6 SP #2 N BLOCK LENGTH = 2,000' L - K 1273 -479 J - H 1274 -487 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Loading Webs Tens Comp. Webs Tens Comp. 1 hip supports 2-11-8 jacks with no webs, D - K 1113 -443 K - F 1113 -443 E - K 370 -583 Wind Wind loads and reactions based on MWFRS. FIf E 0 /ATlkll 0 0 278 051/ 18/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS isses require extreme care in fabricating, handling hipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building E mponentSafetyInformation, by TPI an SBGA) or shipping, practicesprior to performing these functions. Installers shall provide temporary. cIng er BCSI. Unless noted otherwise.top chord shall have properly attached structural sheathingand bottom ghard shall have a progerly acheT' id ceilin Locations shown for rm ?,. P, ermanentlateral restraint of webs shall have bracing ins alled per BC I sections B3, B7 or 10, applicaeApgyOatestoeachfaceotrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to wings 16OA-Z If r standard plate positions.ALPINE inQ, a division of ITW Buildin omponents Group Inc. shall not be responsible for any deviation from this drawing an failure to build the ,Tw,.Pl— s in conformance with, f0l 1, or for handling, shipping, installation an bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Di inthisdrawing, indicates acceptance of wessional equineerinly responsibility solely for the desiqn shown. The suiability JuseofthisrawingforanystructureisCoreoftheuildingDesigrierperANSI/TPI I SXic.2. Suite 150 more information see this job's general notes page and these web sites AI -PINE www alpineirw com, TPi www toinst oro, SBCA w vw sbundustry com ICC wowiccsafe orQ Orlando FL, 32837 Job Number: N333547 VARIOUS ,9A6l9A7 .198SE ,02A ,RB01 Truss Label: Li 7' 7' Ply: 1 Qty: 1 9' 2' 4X6 4X6 C T2 D H G 2X4 2X4 16' SEQN 40146 l 1-23 ! HIPS i Oust RR8975 JRef: 1VVbl89750074 FROM. ALS DrwNo: 137.18.1201 38959 KM ! DF 05/17/2018 16' 7' E t N F 9A- i 3X6(A1) 71"12 1 8'8 71°12 127' 1 8' 10"4 16, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl#CSI Criteria A Maximum Reactions (Ibs) TCLL 2000.Wind Sid ASCE 7-10 Pg NA Ct NA CAT NA, PP Deflection in loc Lldefl LI# Loc R ! U Rw ! Rh / RL / W TCDL: 17.00 Speed 150 mph Pf NA Ce NA VERT(LL) 0 086 G 999 360 B 1428 / 715 ! 8 0 BCLL 000 Enclosure Part. Eric Lu NA Cs NA VERT TL : 0.322 G 922 240 E ! 715 8.0 BCDL 10,00 Risk Category. II Snow Duration NA HORZ(LL) 0 027 G Windd reactions based on MWFRS EXP C Des Ld 4760 HORZ(TL): 0.064 G B Min Big Width Req = 1.7 Mean Height 15.00 ft NCBCLL 0,00 TCDL 4 2 psf Code ! Misc Criteria Creep Factor 2.0 E Min Brg Width Req = 1.7 Soffit: 0.00 BCDL 5 0 psf Bldg Code FBC 6th ed 2017 Max TC CSI 0 817 Bearings B & E are a rigid surface. g g Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI 0-695 Bearings B & E require a seat plate. Spacing 24 0 " C&C Dist a: 3.00 If Rep Factors Used: No Max Web CSI 0 258 Members not listed have forces less than Loc- from endwall_ NA FTlRT_20(0)110(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.55 .Plate Type(s): Chords Tens Comp. Chords Tens, Comp Wind Duration: 1.60 WAVE VIEW Ver 17 02 02A 1213 21 Lumber B - C 1570 -3204 D - E 1570 - 3204 C - D 1450 - 3010 Value Set: 138 (Effective 6l112013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens Camp. Chords Tens CompWebs2x4SP #3 Lumber value set "1313" uses design values B - H 2969 -1435 G - E 2969 - 1435 approved 1 /30/2013 by ALSC H - G 3010 - 1450 Loading Maximum Web Forces Per Ply (Ibs) 1 hip supports 7-0-0 jacks with no webs. Webs Tens.Comp, Webs Tens. Comp. Wind C - H 679 -251 G - D 679 -251 Wind loads and reactions based on MWFRS 6 ATE aaaaraaa 0 278 d ° fin". 61VM- 05/ 18/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricatinq, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building anentSafetyInformation, by TPI and SBCA} f8 safety practices prior to performing these functions Installers shall provide temporary I per BCSt. Unless noted he Ise chard shall have properl attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for ermanent lateral restraint of webs shall hams bracingq installed per SCSI sections B3, B7 or 810, cattleApplyplatestoeachfaceofptrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to ALPINE s160A-Z for standard plate positions, a division of ITW Buildin CComponents Group Inc shall not be respponsible for any deviation from this drawinq an failure to build the conformance with ANSII PI 1, or for handlin4 shipping. installation and bracing of,trussesA seal on this dr wit Q or cover pa e 2400 Lake Orange Dr thisdrawingindicatesacceptanceofprotessionatenineerin responsibili solely for the design shov7n. The sul>9ability e of this T awing for any structure is the responsibiligof the uilding Desig er per ANSIfTPI 1 Sec.2. Suite 150 information see this job`s General notes oaoe and these web sites: ALPINE: www. alorneitw. com: TPI: www. toinst. oro. SBCA www sbcindustry com ICC- --safe orn Orlando FL, 32837 Job Number: N333547 VARIOUS ,9A6/9A7 ,198SE ,02A ,R801 Truss Label: FG1 2 Complete Trusses Required 6" 3'2"8 6„ 2,88 3X12 A L 3X6 C' 6'1" 8'4"6 r. 210"8 2'Y6 2X4 4 C Ply: 2 SEON:40173 / T1 / FLAT CustRR8975JRef: 1Wb189750074 Oty 1 FROM ALS DtwNo 137.181201.38726 KM / OF 05117/2018 11'3"6 13' 10"14 14'5"14 2'11„ 278 7" 4p4 2E4 5X14 F g,4„ K J I H G 8X12 4X4 2X4 SS1017 3X8 3'2"8 3' 2"8 Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Std ASCE 7-10 TCDL 1000 Speed 150 mph BCLL 000 Enclosure Closed BCDL 500 Risk Category II EXP C Des Ld 55 00 R Des 10.00MeanHeight 15 00 ft TCDL. 4.2 psf Soffit 200 BCDL 3 0 psf Load Duration 1 QQ MWFRS Parallel Dist 0 to h/2 Spacing: 24 0 " C& C Dist a: 3,00 it Lac from endwall: Any GCpi 0 18 Wind Duration 1 60 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP 2400f-2,OE Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 : W2, W9 2x4 SP 2400f-2 OE Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0. 128" x3" nails Top Chord 1 Row @ 325" o c. Bot Chord: 1 Row @ 9.50" o-c_ Webs 1 Row @ 4" o.c Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur. Fac.=1. 00 / Plate Dur.Fac =1.00) TIC From 253 plf at 0,00 to 384 pif at 7.00 TC: From 384 plf at 7.00 to 384 pif at 11,33 TC: From 50 plf at 11,33 to 50 plf at 14.49 BC_ From 10 pif at 0,00 to 10 pif at 14,49 TC: 2495 lb Conc. Load at 11 33 BC: 1537 lb Conc. Load at 11,33 BC: 225 lb Conc. Load at 13,33 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind 14'S"14 3' 0"12 1' 11"6 3'0" 12 3'2"8 6'3"4 8' 2" 10 11'3" 6 14'5"14 Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA, PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL r W Pf NA Ce. NA VERT(LL). 0.169 1 999 360 L 3251 / 548 / 227 / - 172 Lu NA Cs NA VERT(TL) 0 433 1 577 240 G 5202 / 744 / 227 r - Snow Duration NA HORZ( LL) 0 025 A - - Wind reactions based on MWFRS HORZ(TL) 0.045 A L Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor. 2.0 G Min Big Width Req= - Bidg Code FBC 6th. ed 2017 Max TC CSI, 0,663 Bearing L is a rigid surface TPI Std 2014 Max BC CSI: 0,738 Bearing L requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.742 FT/RT:20(0)/ 10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s) ChordsTensComp_ Chords Tens- Comp WAVE, 18SS VIEW Ver 17 02 02A 1213 21 Additional Notes A - B 537 -3368 D - E 765 -5749 B - C 537 - 3368 E - F 765 - 5749 Truss must be installed as shown with top chord up. C - D 838 - 5767 Is Wind loads based on MWFRS with additional C&C 40278 '•Sy e(Yt1t G w` member designtewt+ltuiarty 05" 18,12018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Camp. K - J 5711 - 834 1 - H 5811 - 844 J-1 5767 -838 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp A - L 266 - 1545 1 - D 77 - 397 A - K 3612 - 575 E - H 97 -1552 B - K 119 - 487 H - F 6173 - 821 K - C 324 - 2% 3 F - G 335 - 2374 C - J 493 - 54 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPIandSBCA) for sarpety practices prior to performing these functions Installers shall provide temporary bracing per BCSL Unlessnotedotherwise,top chord shall have properlyy attached structural sheathing and bottom hord shall have a propperly attached rmid ceiling LocationsshownforermanentlateralrestraintofwebsshallhavebracinginstalledperBC91sectionsB3, B7 or 910. as applicable Appty platestoeachfaceofptrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildln -Components Group Inc shall not be responsible for any deviation from this drawingg anv failure to build the truss in conformance with ANStIi PI 1, or for handli4 shipping, installation and bracing of,trussesA seal on this drawlrig or cover pagge Ability listing this drawing indicatesacceptanceofro) essionA en meenn responsibility sole )y for the desi n shown. The su,Ability and use of this drawingforanystructureistheresponsibilit? of the Building DesigrSer peNNSUTPI 1 Sic.2. or more information see thisZob' s general notes page and these web sites. ALPINE: wwwalpineitw. com: TPI wwwtpinst. org: SBCA: www.sbondustrxcorn, ICC: www.iccsal F9-3 whw= 2400 Lake Orange Or Suite 150 Orlando FL. 32837 Job Number: N333547 VARIOUS ,9A6/9A7 ,198SF ,02A .RR01 Truss Label FG2 2 Complete Trusses Required 5", 2'l1"11 5'3"1 7'9"12 5' 2'6"l1 2.37 2'6"11 2'4"3 2'4"3 Loading Criteria tpsf) 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 55,00 Mean Height. NA ft NCBCLL 0.00 TCDL NA psf Soffit 200 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing: 12.0 " C&C Dist a: NA ft Loc from endwall NA I NA GCpi NA Wind Duration: NA Lumber Value Set. 13B (Effective 6/l/2013) Top chord 2x6 SP SS Bot chord 2x8 SP 2400f-2 OE Webs 2x4 SP #3 W2, W4, W9. W11 2x4 SP 2400f-2, O E. W12 2x6 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Naiinote Nail Schedule:0 128"x3" nails Top Chord 1 Row @ 9 25" o.c. Bot Chord: 2 Rows @ 4.00" o.c (Each Row) Webs 1 Row @ 4" o c Use equal spacing between rows and stagger nails in each row to avoid splitting. 9" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 9" Special Loads Lumber OW.Fac.=1.00 / Plate D(Jr.Fac.=1.00) TC: From 50 pif at 0.00 to 50 pif at 13,75 BC: From 436 pit at 0.00 to 436 pif at 13.36 TC: 340 lb Conc. Load at 3.67, 5.67 TC: 783 lb Cone Load at 7.67 BC: 5202 lb Cone Load at 9,58 Plating Notes 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements Ply 2 SFQN: 54663 / T12 / FLAT Cush. RR8975 JRef: 1Wb189750074 Qty 1 FROM ALS DrwNo 13718.1201.42718 KD / RAF 05117/2018 13'9" 94" 10 1 l'O"3 12' 10'5 10" 11 1 6' 14 17'9 1110' 1 2XD4 4XG 4 8X10(`") BX12 H FW12 9. 4.. M L K 0 =J 1 4X4 10X10 8X10 4X4 4" 1 p 13` 4"6 2' 711 2' 11"l 1 1' 10"2 119"1 1'6" 13 4' l1"13 T11"8 9191,10 1161,11 131'9 77 13' 9" Snow Criteria (P9 Pf in PSF) t Defi/CSI Criteria A Maximum Reactions (Ibs) Pg NA CL NA CAT NA'. PP Deflection in loc L/defl L/# Loc R U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0,276 D 580 360 P 5492 / - 6.0 Lu. NA Cs NA VERT(TL) 0.394 D 478 240 O 7688 ! - 5 7 Snow Duration NA HORZ(LL). 0 040 A - - P Min Brg Width Req = 2.3 HORZ( TL): 0.049 A Q Min Brg Width Req = 2.8 Code / Misc Criteria Creep Factor 2 0 Bearings P & Q are a rigid surface Bldg Code: FBC tithed 2017 Max TC CSI; 0,962 TPI Std: 2014 Max BC CSI: 0.974 Members not listed have forces less than 375# Rep Factors Used No Max Web CSI 0,656 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp FT/ RT20(0)il0(0) Plate Type(s) : _ _- A - B 0 -4958 D - E 0 - 9552 WAVE VIEW Veri 17.02.01A. 111521 B - C 0 -9451 E - F 0 - 9821 C- D 0 -9544 F- G 0- 5434 Purlins The TC of this truss shall be braced with attached Maximum Bot Chord Forces Per Ply (Ibs) spans at24" oc in lieu of structural sheathing. Chords Tens. Comp Chords Tens Comp Additional Notes O- N 5467 0 M- L 9813 0 Truss must be installed as shown with top chord up. N - M 9544 0 L - K 6158 0 7 s + vih 278 ri THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOTRuttttuartu}ti N END FOR END- 05/18/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp A - P 0 - 2301 M - E 1065 - 1081 A- O 5407 0 E- L 468 - 691 0-8 0- 2044 L- F 4634 0 B -N 4516 0 F -K 0 -2910 N -C 0 -817 K-G 6246 0 D - M 238 - 407 G - J 0 - 3346 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shi pin installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information_ by TPI and SBCA) for safety r'actices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom Nord shall have a properly attached riggid ceilingq Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or B10 as applicable Appply plates to each face of truss and position as shown above and on the Joint"Detalls, unless noted otherwise. f7efer to drawings 16OA- Z fbr standard plate positions - Alpine, a division of ITW Buildin omponents Group InGC shall not be responsible for any deviation from this drawing any failure to build the truss mcpnformancewithANSI11, or for handling, shipping, installation and bracing of trussesA seal on this dr9winq or cover pa e, listing this drawingg indicates acceptance of protesswnaf en ineering responsibility solely for the desi n shown. The suitability and useofthisdrawingforanystructureistheresponsibilitoftheBuildingDesigrierperANSI/TPI 1 S'bc.2. MM. 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 VARIOUS .9A6/9A7 ,198SE ,02A ,RB01 Truss Label: FG3 Ply 2 SEON 40175 ! T27 /FLAT ''' Cust RR8975JRef 1Wbl89750074 Oty 1 FROM: ALS DrwNo- 137 18.1201.38195 KM / OF 05/17/2018 2 Complete Trusses Required Loading Criteria (psf) l Wind Criteria TCLL 4000 Wind Std ASCE 7-10 TCDL 1000 Speed 150 mph BCLL 000 Enclosure Closed BCDL: 5.00 Risk Category. 11 Des Ld 5500 EXP C Mean Height: 15 00 It NCBCLL 10.00 TCDL: 4.2 psf Soffit 200 BCDL 3.0 psf Load Duration 1 00 MWFRS Parallel Dist: 0 to h/2 Spacing: 12.0 " C&C Dist a: 3.00 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 #1 Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/3012013 by ALSC Nailnote Nail Schedule: 0 128"x3" nails Top Chord: 1 Row @ 3,00" o c Bat Chord: 1 Row @ 6.00" o.c. Webs 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting_ Special Loads Lumber Dur.Fac.= 1.00I Plate Dur.Fac-=1-00) TC: From 170 pit at 0.00 to 170 plf at 4.08 BC: From 5 pif at 0,00 to 5 plf at 4,08 TC: 166 lb Conc. Load at 0.33 TC: 1114 lb Conc. Load at 2 33 BC 258 lb Conc. Load at 1 33 BC: 545 lb Conc. Load at 3,33 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing - Wind Wind loads based on MWFRS with additional C&C member design 2' 0"8 4'1 70" 8 2' 0' 8 2X4 4X4 2X4 A B C In 4,1„ 4' 1" 4' 1" Snow Criteria (Pg, Pf in PSF) Defi/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Lldefl L/# Pf NA Ce NA VERT(LL) 0 004 B 999 360 Lu NA Cs NA VERT(TL) 0 011 B 999 240 Snow Duration NA HORZ(LL) 0.002 D HORZ(TL) 0. 003 D Code I Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th.ed 2017 Max TC CSC 0.315 TPI Std: 2014 Max BC CSI: 0,574 Rep Factors Used: Yes Max Web CS[ 0.165 FT/RT:20( 0)/10(0) Plate Type(s). WAVE VIEW Ver 17.02.02A 1213 21 Additional Notes Truss must be installed as shown with top chord up ON 41 C? R"' a" 0278 05 / 18/ 2018 Maximum Reactions (Ibs) Loc R /U / Rw /Rh /RL /W E 1261 f 84 / 113 / - / - 2.3 D 1537 !77 / 32 /- /- Wind reactions based on MWFRS E Min Brg Width Req = 1.5 D Min Brg Width Req = - Bearing E is a rigid surface Bearing E requires a seat plate_ Members not listed have forces less than 3759 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp E -D 571 - 56 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. E - B 67 - 667 B - D 67 - 660 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and fpliow the latest edition of SCSI (Building Coracimponent Safety information, byTPI and SBCA) fo'r safety prachces prior to performing these functions. Installers shall provide temporary bn er BGSI, UnlessnotedotherwiseaopchordshallhaveproperlyattachedstructuralsheathingandbottomghordshallhaveaproperlyattachngldeeilinLocationsshownforermanentlateralrestraintofwebsshallhavebracininstalledperBGSIsecUansB3, 67 or B10 as applicable. Apply platestoeachfaceotptrussandpositionasshownaboveandontheJointgDetads, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Bu filding omponents Group Incshall not be responsible for any deviation from this drawinq an failure to build the truss in conformance with ANSItT l 1, or for handlin, shipping, installation and bracing of,trussesA seal on this dra4vrt5yg or cover page . listing this drawing indicatesacceptanceofproessionaenineeringresponsibilitysolelyforthedesinshown. The suitability and use of this drawing for any sructure is the 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.alpineitw.com: TPI: www.roinst.orgl SBCA_ www_sbcindustrv.Com. ICC: www.iCcsafe 15 -3 1 "h,= rw rwcoM,xK2400 Lake Orange Dr, Suite 150 Orlando FL. 32837 Job Number: N333547 VARIOUS ,9A6/9A7 ,198SE ,02A .RB01 Truss Label: E1 Loading Criteria (psf) TCLL: 2000 TCDL 1700 BCLL 000 BCDL 10.00 Des Ld 4700 NCBCLL 10.00 Soffit: 0.00 Load Duration. 1.25 Spacing 24.0 " Ply 1 SEON: 40147 / T34 / COMN' CusL RR8975 JRef 1Wbl89750074 Oty 1 FROM: RAA DrwNa: 137 18 1201 38554 KM / OF 05/17/2018 47' 9' 11,1118 11 r-4X4 2X4 D E 4X4(Bi) H4X4 Ic ...._. _._ 5,9.11 Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category 11 EXP:C Mean Height 15.00 it TCDL 42 psf BCDL 5-0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3.00 it Loc. from endwall: Any GCpi: 0,18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design - Right end vertical not exposed to wind pressure 5'9"i t 5'6'5 _ ,k 571 4", 16'11"12 _ 1..i Snow Criteria (Pg,Phn PSF) Deft/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct. NA CAT. NA', PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL) 0 001 C 999 360 B 372 / 70 / 295 ? - 1190 / 8 0 Lu NA Cs: NA VERT(TL): 0.003 H 999 240 H 562 / 162 / 420 1 - 11.3 Snow Duration: NA HORZ(LL): -0,002 G - - F 258 / 109 1172 / - HORZ(TL): 0.003 H Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2.0 B Min Brg Width Req = 1.5 Bldg Code. FBC 6th.ed 2017 Max TC CSI: 0.386 H Min Brg Width Req = 1 5 TPI Sid 2014 Max BC CSI 0 341 F Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.128 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. FT/RT:20(0)/10(0) Plate Type(s) Members not listed have forces less than 375# WAVE VIEW Ver 17 02.02A 1213 21 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp C - H 430 - 366 LIS R ATE •` c r'Sr RrR Mi A'R 40 278 +i NA 4 l wiftul litbN ' 05/ 18/2018 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 (BuildingquireInformation, by TPI and SBCA) f aF safety practices 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 propperlyaidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavbracinginstalledperSCSIsectionsB3, 67 or 910, e., Apply plates to each face. of truss and position as shown above and on tie Join Details, unless noted otherwise, Refer to line, a division of ITW Build in Components Group Inc shall not be responsible for any deviation from this drawing anv failure to build the ss in confgrmance with ANSI/1 PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawirlqq or cover page . Jng this drawing indicates acceptance of ppro essiona engineering responsibility solely for the desi n shovih. The suitabilityduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1S6c.2. mare information see this ab's enerai notes a e and (base web sites ALRINE www.al inettw.com, TPr. www.t instorg , S6CA: wwwrsbcindustrycom, ICG. www.iccsa6 ALPINE an am ieu — 2400 Lake Orange Dr. Suite 150 Orlando FL,32837 Job Number: N333547 Ply 1 SEON 40148 / T36 I COMN Cust RR8975 JRet IVVb189750074 VARIOUS 9A619A7,198SE 02A.PB01 oty I :FROM RAA DrwNo 137 18 1201,38305 Truss Label: E2 KM / OF 05/1712018 510"12 11 1 B 1, 51012 5712 Loading Criteria (pso Wind Criteria TCLL 2000 Wind Std: ASCE 7-10 TCDL 17 00 Speed 150 mph BCLL 000 Enclosure: Closed BCDL 1000 Risk Category. 11 EXP C Des Ld 4700 Mean Height, 15,00 ft NCBCLL, 1000 TCDL 4 2 psf Soffit, 000 BCDL: 5.0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a 100 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 "I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Right end vertical not exposed to wind pressure. 52 12 10 1 V 12 4 1 1'4 Snow Criteria (P9 Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg NA Ct, NA CAT NA PP Deflection in loc L/defl L/# Loc R U iRw /Rh /RL /W Pf NA Ce NA VERT(I-L) 0011 G 999 360 B 639 /164 1 - /80 Lu: NA Cs: NA VERT(L) 0 042 G 999 240 E 545 / 164 / - / - Snow Duration NA HORZ(L): 0.005 F - - Wind reactions based on MWFRS HORZ(TL) 0012 F 8 Min Big Width Req = 1.5 Code I Misc Criteria Creep Factor 2 0 E Min Big Width Req = - Bldg Code. FBC 6th.ed 2011 Max TC CSI 0659 Bearing B is a rigid surface TPI Std: 2014 Max BC GSI 0412 Bearing B requires a seat plate Rep Factors Used, Yes Max Web CSI 0 489 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 WAVE VIEW Ver 17 OZ02X 1213 21 B - C 0 -742 0 4 • E C X0R\V#to-' N ilo 0 278 i 40100 VW 05/18/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp- Chords Tens. Comp. B-G 582 0 G- F 578 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp C - F 0 -668 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING I IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire ex treme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building c eSafetyInformation, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erlydidceiliny,, Locations shown forpermanent lateral restraint of webs shall have bracinp insialled per BCSI sections B3 87 or 910 ApplytheJoinDetails, unless noted otherwise, Refer to' py_pjates to each face of truss and position as shown above and on a division of ITW BuildiANSI omponents Group 1%.sh.all not be responsible for any deviation from this drawing=, failure to build the conformance with 101 1, or for handlin)j, shipping, and bracing If trussesA seal on this dwlii g or cover o " page hisdrawing, indicates acceptance of pro essiona n meerin re§ponsibilitv solely for the desi n shown. The s., Pability eofthisrawingoranystructureistheresponsibilityoftheguildingDesigrierperANSIITPIIW.2. information see this ata`s enerat Hate& ate and these wet, sites: ALPINE — 2ipineiiw.= TPI WWW =Sxf NOW= w ' n"'A' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 1 Job Number: N333547 Ply, I SEQN: 40150 / T55 /VAL Cust RR8975JRet 1Wb189750074 VARIOUS 9A6/gA7,198SE 02A,RB01 Otyy I FROM ALS DrwNo 13718120139100 Truss Label: MV3 KM / DF 05/1712018 10`4 6' 61 6' 2X4 B I 21' 6" 8 Loading Criteria ipsr I Wind Criteria Snow Criteria (Pg Pf,n PSF) Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLF TCLL 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PIP Deflection in loc L/defl L/# Loc R I U /Rw /Rh IRL 1W TCDIL 1700 Speed: 150 mph Pf, NA Ce NA VERT(LL) NA D* 98 /44 /89 /- /16 /720 BCLL 0.00 Enclosure. Part. Enc Lu NA Cs: NA VERT(TL) NA Wind reactions based on MWFRS SCDL 1000 Risk Category: 11 Snow Duration. NA HORZ(LL) -0 012 C D Min BFg Width Req = - Des Ld 47,00 EXP C HORZ(TL) 0 026 C Bearing A is a rigid surface, NCBCLL 10,00 Mean Height: 23.21 ft TCDL 4 2 psf Code / Misc Criteria Creep Factor 2 0 Soffit 000 BCDL 5. 0 psf Bldg Code: FBC 6th ed 2017 Max TC CSI 0 581 Members not listed have forces less than 375# Load Duration 1.25 MWFRS Parallel Dist: h/2 to h TPI Std 2014 Max BC CSI 0502 Spacing 24.0 C& C Dist a: 3,00 ft Rep Factors Used Yes Max Web CSI 0 253 Loc from endwalC not in 9 00 ft FT/RT.20(0)/10(0) GCpi 0.55 Plate Type(s) Wind Duration: 1.60 WAVE VIEW Ver 17.02 02A.1213 21 Lumber Value Set 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 IN Bot chord 2x4 SP # 2 N Webs 2x4 SP #3 Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 00, xS o \ 4 E CATF F PO 278 NA Y," ox 401ttO 05118/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS isses require extreme care in fabricating, handli% shipping, installing and bracing, Refer to and follow the latest edition of SCSI (Building mponent Safety Information, b TPI an SBCA) r safety practices prior to performing these functions installers shall provide temporary cing per SCSI. Unless noted o herwise.top chord shall have properly attached structural sheathingand bottom ghord shall hav%a pro erly ichrigid ceilmy. Locations shownforermanentlateralrestraintofwebsshallhavebraciniginstalledperBCIsectionsB37or910applicableAppy ,.IatestoeachfaceopirussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to wings 16OA-Z for standard plate positions ine, a division of ITVJ Buit),$omponents Group Inc. shall not be responsible for any deviation from this dr?wlnlan, failure to build the 5s in conformance withANI11, or for handlin shipping, installation and bracing of trussesA seal on this dr w! Q or e ing this drawing, indicatesacceptanceofpro) essiona engineeringresponsibili solely for the design shoWn. Wel'44,87bility I use ofthisrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPIISbc.2. more information see this otr's eneral notes page and these web sites ALPINE wwwAlpiiei 2r% SftAwww m, ]CC www. iccsaf Kim= 0"' 2400 Lake Orange Dr Suite 150 Orlando FL,32837 Job Number: N333547 Ply I SEQN 40151 / T54 I VAL Cust RR8975 JRef lWbl89750074 VARIOUS 9A619A7,198SF 02A,RB01 Qty 2 FROM ALS DrwNo 137.18 1201 39021 Truss Label: MV2 KM / DF 05/1712018 Loading Criteria (psi) Wind Criteria TCLL: 20,00 WindStd. ASCE7-10 TCDL: 1700 Speedi150 mph BCLL 0,00 Enclosure Part Eric. BCDL. 1000 Risk Category 11 EXP C Des 47, 00 Mean Height. 15,00 ft NCBCLL: 10.00 TCDLi 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 0,55 Wind Duration: 1.60 Lumber Value Set: 138 ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 IN Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/3012013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure, Additional Notes Valley truss connection to truss below shall be designed and furnished by others . t O 4' 4' 4' Snow Criteria ( P9 Fit it) PSF) Defl/CSI Criteria Pg NA Ct: NA CAT NA PP Deflection in loc L/defl L/ft Fit NA Ce NA VERT(I-L) NA Lu NA Cs NA VERT(TL) NA Snow Duration NA HORZ( LL) -0003 C HORZ(TL) 0008 C Code I Misc Criteria Creep Factor 2 0 Bldg Code. FBC 6th ed 2017 Max TC CSI 0237 TPI Stcl 2014 Max BC CSI 0 188 Rep Factors Used Yes Max Web CSI 0 086 FT/RT20(0)/10( 0) Plate Type(s) WAVE VIEW Ver 17 02 02A 1213.21 TIE R. MQ.--*' ,Y fif fj Ar 40 27NAL 0/ 18/2018 10' 4"2 A Maximum Reactions (Ibs), or *=PLF Loc R / U /Rw ( Rh /RL /W D* 97 /41 /87 /- / 16 / 48.O Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handli% shipping, installing and bracing Refer to and follow the latest edition of SCSI (Building t Safety Information. byTPIanSBCA) or sa ety practices prior to performing these functions Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathin and bottom ghord shall have a progerly k c%in,y,, Locations shown for permanent lateral restraint of webs shall have brycinp insUled per BC Is 10 note otherwise. B7 or plates to each face or truss and position as shown above and on the Join Details, unlessnote otherwise Refer to 60A-ZPfA standard platepositionsivisionofITWwith Group Inc. shall not be responsible for any deviation from this drawina,an u failure to buildthe formance with NSI PI1, or for handlinj shipping, installation and bracing of trussesA seal on this dr wi q or cover paqe drawing, indicates acceptance of ) , gro essiona engineeringresponsibility solely for the dell n.shoWn. The suifabilityf this yawing foranystructureIheresponsibilityoftheuildingDesignerperANSIfTPIIc2. Mation see this job' s general notes page and these wet) sites: ALPINE www alpineaw, com TPI www tipost onq SBCA www sincindustry Corn, ICC www ccsafe ALPINE 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333547 Ply 1 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Qty: 2 Truss Label: MVt 12 6 2X4 B 4X4(D 1) A 0;4 2 X. 2' SEQN 40152 / T3 ! VAL CUSLRR8975JRef: iWbl89750074 FROM: Al_S DrwNo 137.18 1201 39193 KM / DF 05/1712018 i v 0 23' 6" 8 2' 2' Loading Criteria ( psf) i 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 L/defl L/# TCDL: 17.00 Speed: 150 mph Pt NA Ce: NA VERT(LL): NA BCLL 0,00 Enclosure: Part Eric Lu NA Cs NA VERT(TL) NA BCDL: 10,00 Risk Category II Snow Duration NA HORZ(LL) -0 000 C Des Ld 47, 00 EXP,C Mean Height 2421 ft HORZ(TL): 0. 001 C NCBCLL. 10,00 TCDL; 4,2 psf Code f Misc Criteria Creep Factor 2 0 Soffit 0,00 BCDL: 5.0 psf Bldg Code; FBC 6th ed 2017 Max TC CSI 0 042 Load Duration: 1 25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0 045 Spacing 24.0 " C&C Dist a: 3,00 ft Rep Factors Used Yes Max Web CSI 0 024 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi, 0.55 Plate Type(s): Wind Duration: 1, 60 WAVE VIEW Vec 17.02.02A 121321 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP # 3 Lumber value set " 136" uses design values approved 1/30/ 2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . F • ATE 10• C t` k1Rt •'** ONAIL 40 278 r•uir e+autut>t 05/ 18/2018 A Maximum Reactions ( lbs), or *=PLF Loc R /U / Rw /Rh /RL /W D* 97 / 37 / 80 / - 112 / 24.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface Membersnot 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 SCSI (Building Component Safety Information, by TPI and SBCA) or, r safety r'actices prior toperforming 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 attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per E3C51 sections B3, 67 or 610 as applicable. ApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. kefer to drawings 16OA-Z for standard plate positions ITW BuilM)+Components Group Inc shall not be responsible for any deviation from this drawing anv failure to build the with ANsirt PI1, or for handling, shippin?, installation and bracing of-trussesA seal on this drawing or cover pa e , indicates acceptance of proTessfana engineering responsibility solely for the design shown. The sui>9abihty cawing for anystructureistheresponsibilityoftheBuildingDesigrSerperANSItTPI1SuZthisjob's general notes page and these web sites. ALPINE www.alpineaw.com TPI: www.tpinsi aro. SECA. www.sbcindustry com_ ICC. www.iccsaf nv r, ccaw. wY 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333547 Ply I SEQN 54573 / T9 / MONO Gust RR8975 JRef IVVbl89750074 VARIOUS 9A6/9A7.198SE 02A,RB01 Qty 1 FROM ALS DnvNo 137 18 1201 42563 Tr.. Label: MGI KM / DF 05/17/2018 Loading Criteria (psf) I Wind Criteria TCLL 20,00 Wind Std: ASCE7-10 TCDL 17,00 Speed: 150 mph BCLL: 000 Enclosure Closed BCDL 1000 Risk Category If EXP C Des Ld. 4700 Mean Height 22.82 fir NCBCLl- 10,00 TCDL 42 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 endwalf not in 4 50 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set. 13B (Effective 6/112013) Top chord 2x4 SP #1 Bat chord 2x6 SP #2 IN Webs 2x4 SP #3 Lit Slider 2x6 SP #2 N: BLOCK LENGTH = 2,000' Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur,Fac,=1.25 / Plate Dur Fac =1 .25) TCi From 78 pff at 0.00to 78plfat 696 BC: From 20 plif at 0.00to 20plfat 219 BC From 10 folf at 2,19to 10pffat 696 BC, 910 lb Conc. Load at 2,19. 4,19, 6.19 Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure AXR C D 3X8 T5" l 2 3*5"12 3' 5" 12 6*1 V8 Snow Criteria (Pq,Pf in PSF) Defl/CSI Criteria Fig NA Ct NA CAT NA, PPDeflection m locIL/cfell L/# Pf NA Ce NA VERT(LL) -0 130 B 640 360 Lu NA Cs NA VERT(TL), 0 262 B 501 240 Snow Duration NA HORZ(LL) -0079 B - - HORZ(TL) 0093 B Code I Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 2017 Max TC CSI 0.807 TPI Sid 2014 Max BC CSI 0898 Rep Factors Used. Yes Max Web CSI. 0.872 FT/RT 20(0)/l 0(0) Plate Type( s) WAVE VIEW Ver: 17,02 01A 1115,21 ATE * it 4, 1 2* 11 R5 40278 IVA 20'0" 12 A Maximum Reactions (Ibs) Loc R U /Rw /Rh /RL /W F 1412 l 598 1 - /35 0 1953 1735 /- Wind reactions based on MWFRS F Min Brg Width Req = 2.0 D Min Brg Width Req = - Bearing F is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp, A-B 929 -1834 B - C 715 -1761 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp A-E 1494 -585 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp E-C 2288 -899 C - D 534 -1187 05/18/ 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, h dl shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation. by TPI anSB' aCnA)M& 'sailkepty practices prior to performing these functions, Installers shall provide temporary bracin erSCSI, Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom ghord shall have a pro erly attachri idceilinyLocationsshownforpermanentlateralrestraintofwebsshallhavebracinpinstalledperBCIsectionsB3B7or910asapIcae. Apply p y platestoeach face of truss and position as shown above and on the Join Details. unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions - Alpine, a division of ITW But ldi Components Group Inc. shall not be responsible for any deviation from this drzaart failure to build the truss in conformance with ANSI PI 1, or for handling, shippin?. installation and bracing of trussesA seal on th s dr wi or cover pa listing this drawing, indicates acceptance f ) , I engineering responsibili sole for the dest nsho n. The uf%&,ty essiona e V, and use ofthisrawingforanystructure% Keoresponsibility of the guilding Desig%er peNINSUTPI I S%c,2, or more Information see this job's general notes i)aQe and these web sites ALPINE www aloinedw. com TPI www toinst ora SHCA www shcind-try com ICC. www —%af 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 VARIOUS .9A619A7,198SE 02A,RB0I Truss Label: EJ7 B 6'6 A 4X4(61) 1' 1- Loading Criteria (psn Wind Criteria TCLL: 2000 Wind Std ASCE7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category 11 EXP C Des Ld: 47 00 Mean Height 15,00 ft NCBCLL: 10.00 TCDL 4 2 psf Soffit 000 BCDL 5 0 psf Load Duration 1,25 MWFRS Parallel Dist 0 to hi2 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 #1 Bot chord 2x4 SP #2 N Lumber value set I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3ff', min, toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord Ply 1 Oty 5 12 6 7' 7' SLQN, 40188 / T28 / EJAC Cust RR8975 JR0 lWb189750074 FROM RAA DrwNo 137 18 1201 38430 KM / DF 05/17/2018 D Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Pg NA Ct NA CAT NA PP Deflection in locL/defl L/# 13'0"14 C) 9A" A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W Pf NA Ce NA VERT(LL) NA B 432 i 91 /346 /- / 152 /80 Lu NA Cs NA VERT(TL), NA D 136 8 /103 1- 15 Snow Duration. NA HORZ(LL) 0 012 D C 250 /122 /159 1.5 HORZ(TL) 0028 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2 0 B Min Brg Width Reg = 1,5 Bldg Code FBC 6th ed 2017 Max TC CSI 0.844 D Min Brg Width Reg = - TPI SIA 2014 Max BC CSI 0596 C Min Brg Width Req = - Rep Factors Used Yes Max Web CSI 0 000 Bearing B is a rigid surface Bearing B requires a seat plateFT/RT 20(0)/ 10(0) Plate Type(s): Members not listed have forces less than 375# WAVE VIEW Ver 170202A.1213.21 4 V 0 278 Z, ONA 05/18/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an SBCA) I r safety practices prior to performing these functions, Installers shall provide temporary I BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a progerlyidceilingy, Locations shown for P, ermanent lateral restraint of webs shall have bracinp ins alled per BCSI sections $3 B7 or 10pyplatestoeachfaceotrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to' Alpine, a division of ITW ildr;+omponents Group In, shall not be resp onsible for any deviation from this drawing.an, failure to build the rtrussinconformancewithBXNI11, or for handlinj s ippin?, installati n and bracing of trussesA seal on this drawi g or cover pagelistingthisPrawing, indicates acceptance of ),essiona qVineeniriresponsibility solely for the design shown. The sulfability anduseothisrawingforanystructureisAreoreioftheBuildingDesigl, er per ANSI/TP1 I Skc.2. Q, more LnfomaLmrjsee this ob's metal notes page an TP1www_!pinstor9 513CA wwwSbolndustrycom ICC Www=Sal wnsnnv 2400 Lake Orange Dr, Suite 150 Oriando FL, 32837 Job Number: N333547 VARIOUS .9A6/9A7,198 SE 02A,PB01 Truss Label: EJ5 4X4(B 1) Loading Criteria (pst) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Part Enc. BCDL 1000 Risk Category 11 Des Ld 4700 EXP C Mean Height. 15,00 ft NCBCLI_ 1000 TCDL 4 2 psf Soffit 000 BCDL 5.0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing. 24.0 C&C Dist a 3 00 ft Loc from endwall Any GCpi: 0 55 Wind Duration 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "l 313" uses design values approved 1130/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0 131"x3.0". min. toe -nails at top chord Provide (2) 0,131"0.0", min, toe -nails at bottom chord Ply. I SFQN 40154 / T21 / FJAC Cust R R8975 JRef 1 VVb 189750074 Oty 2 FROM ALS DrwNo 137.18 1201 38540 KM 1 DF 05/1712018 5' 5' Snow Criteria (F)g Pf in PSF) Defl/CSI Criteria Pg NA Ct NA CAT NA',PP Deflection in loc L/defl L/# 12'0" 14 LO 9,4„ A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W Pf NA Ce NA VERT(LL) NA B 337 / 119 / 321 /114 / 8 0 Lu NA Cs NA VERT(TL) NA D 97 /47 /115 /1 5 Snow Duration NA HORZ(LL) -0.006 C C 174 / 89 1112 /1 5 HORZ(TL): 0,010 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor, 2.0 B Min Brg Width Req = 1.5 Bldg Code FBC 6th ed 2017 Max TC CSI 0,703 D Mir) Brg Width Req = - TPI Std 2014 Max BC CSI 0,311 C Min Brg Width Req z - Rep Factors Used Yes Max Web CSI: 0.000 Bearing B is a rigid surface FT/RT 20(0)110(0) Bearing B requires a seat plate Plate Type(s): Members not listed have forces less than 375# WAVE VIEW Ver 17 02.02A.1213 21 I.- 15 4 COTE 01F 0 278 NA 05/18/2018 WARNING— READ AND FOLLOW ALL NOTESONTHIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatino, handling shipping. installing and bracing Refer to and follow the latest edition of SCSI (Building tSafetyInformation, by TPI an SBCA) or safety practices prior to performing these functions. Installers shall provide temporary. BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing I and bottom ghord shall have properly tKidceilinyLocationsshownforpermanentlateralrestraintofwebsshallhavebracinpinstalledperBCIsectionsB37or10ApplyplatestoeachfaceotrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to Alpine, a division of ITW Build omponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the trussinconformancewithANIM11011, or for handl% s, ippin?, installation and bracing of trussesA seal on this dr wi g or cover .pa u, listingthisdrawing, indicates acceptance of pro essiona engineering responsibility solely for the desion ihown. The 0.1bi I ity anduseofthisrawingforanystructureistheresponsibilityofthewildingDesigrierperANSIITPI1Skc. or more _noinformation these Web Sires ALPINE._w_ —a_SBCA www_LnAustryLcorn ICC WF iCcsaf wpm whh,= 2400 Lake Orange Dr. Suite I 5 Orlando FL, 32837 Job Number: N333547 VARIOUS .9A6/9A7 1985E 02A,R801 Truss Label: EJ5A 6"6 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure. Part. Enc. BCDL: 1000 Risk Category 11 EXP C Des Ld 4700 Mean Height 15.00ft NCBCLL 1000 TCDL 4 2 psf Soffit 000 BCDL 5.0 psf Load Duration 1,25 MWFRS Parallel Dist h/2 to h Spacing. 24.0 C&C Dist a 3,00 If Loc from endwall not in 9.00 ft GCpi 0.55 Wind Duration 160 Lumber Value Set 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP 92 N Lumber value set "l 313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X4(B1) except as noted Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3 0", min toe -nails at top chord Provide (2) 0.131"x3,0", min toe -nails at bottom chord. 5' 5' Snow Criteria (Pg Pf,n 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)/l 0(0) Plate Type(s)i WAVE Is El Ply: 1 SEQN 40155 / T19 I FJAC Cust RR8975JPet lWbl89750074 Oty I FROM ALS DrwNo 137 18 1201 38433 KM / DF 05/1712018 A Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT(TL) NA HORZ(LL). -0 004 B HORZ(TL) 0009 C Creep Factor 2 0 Max TC CSI 0482 Max BCCSI. 0306 Max Web CSI 0 000 VIEWVer 170202A.121321 0% VATE OF R5 0 27 ONM,V El 12'0"14 9'4" A Maximum Reactions (lbs), or *-PLF Loc R / U /Rw /Rh /RL /W A* 176 / 71 /177 /56 /200 C 54 /25 /66 /1 5 B 172 / 86 /108 /1 5 Wind reactions based on MWFRS A Min Brg Width Red = C Min Brg Width Req = B Min Brg Width Req = Bearing A is a rigid surface. Bearing A requires a seat plate. Members not listed have forces less than 375# 05"18/2018 READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req ire extreme care in fabricating handling shipping, installing and brae ng. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) tbf sa[ety practices prior to performing these funckions installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properlyY attached structural sheathing9 and bottom herd shall have a propperly attached rfQid ceiling LocaGans shown for Aermanent lateral restraint of webs shall hav bracin Installed per BCI sections B3, B7 or k110asaPphcabgleApptyplatestoeachfaceoftrussandpositionasshownaboveandontoJoint9Detatls, unless noted otherwise. Refer to' drawrngs 160A-Z for standard plate positions. Alpine, a division of ITW 8 Id Components Group Inc. shall not be responsible for any deviation from this drawinj,an, failure to build theRnihpioTpo'r for handlintrussinconformancewithA shippin?. instplatri n and bracmi of trussesA ?cal on this dr wi q or coverpae uplistingthisdrawing, indicates acceptance of pro essiona enmeering re§gons bilitv solely or the design shoWn. The ability anduseofthisrawingforanystructureistheresponsibilityoftheBuildingDesigiferperANSI1TPlISbc.2. For more information sites: ALPINE TPI inst ork SBCA W sbundustiry com [CC ccsaf w _ KIOR 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N333547 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Truss Label: CJ5 Loading Criteria (psf) TCLL 2000. TCDL 17.00 BCLL: 0,00 BCDL 1000 Des Ld 47.00 NCBCLL 1000 Soffit 0.00 Load Duration 1 25 Spacing 24 0 " 4X4(B1) Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category. II EXP C Mean Height. 15.00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a. 3-00 It Loc from endwall not in 4,50 ft GCpj: 0,18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 61112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 136" uses design values approved 1/30/2013 by ALSO Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"0.0", min. toe -nails at top chord. Provide (2) 0.131"0,0", min, toe -nails at bottom chord 4` 11 "4 411 4 Snow Criteria (P9 rd 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 40156 1 T67 l JACK % Cust RR8975 JRef 1Wb189750074 Qty 4 FROM ALS DrwNo 137 18A201 40489 KID / DF 05/17/2018 C Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL) 0 004 D HORZ(TL): 0-010 D Creep Factor 2.0 Max TC CSC 0A75 Max BC CSI 0.298 Max Web CSI 0 000 VIEW Ver: 17 02A2A.1213 21 J t I^l q J , ws ATE }' y s` NA F,r *e+U wY M1•*w Maximum Reactions (Ibs) Lac R /U /Rw /Rh /RL /W B 334 173 / 273 l - / 112 / 8.0 D 96 /5 /72 /- /1.5 C 171 /85 /107 !- /15 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface Bearing B requires a seat plate_ Members not listed have forces less than 375# 05/ 18/2018 WARNING*` READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shlgping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI Unless noted otherwiseaop chord shall have properly attached structural sheathing and bottom chard shall have a properly attach d rigid ceiling Locations shown for permanent lateral restraint of webs shag have bracingg Inslailed per BCSI sections B3, 6 7 or k310 as applicable ApgTgy later to each face p truss and position as shown above and on the Joint`Details, unless noted otherwise- Refer to drawings 160A-Z for sandard plate positions Alpin@, a division of ITW Buildinq Components Group Inc shall not be responsible for, any deviation from this drawing anv failure to build the truss in conformance with ANSI/l"PI 1, or for handlin j shippin , installation and bracing of,trussesA seal on this drawing or cover page, listing this drawing, indicates acceptance of pro) en sneering responsibil solely for the desi n shoWn. The suitabilityanduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 S%c.2. For more information see this job's general notes page and these web sites ALPINg www alpineitw com_ TPI www.trI nst org SBCA. www_sbcindustr com ICC www. ccsaf r 5 W"= IT., 2400 Lake Orange Dr. Suite 150 Orlando FI_, 32837 Job Number: N333547 Ply 1 SEQN 40157 / T58 /JACK Cust RR8975JRef 1WbI89750074 VARIOUS 9A619A7 .198SF 02A RB01 Qty 6 FROM ALS DrwNo 137 18,1201 40222 Truss Label: CJ3 KD / DF 05/17/2018 6"6 i FWAI 12 6 4X4(Bl) Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure: Part Enc. BCDL 1000 Risk Category 11 EX P C Des Ld 4700 MeanHeight 15 00 ft NCBCLL 1000 TCDL 4.2 psf Soffit 000 BCDL: 5,0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 C&C Dist a: 3 00 ft Lac from endwall Any GCpi 0 55 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "l 313" 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"x10", min, toe -nails at bottom chord C y D 2' 11 "4 47ORIEL' Snow Criteria (P9 Pf in PSF) Defl/CSI Criteria Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# War; A Maximum Reactions (Ibs) Loc R I U /Rw /Rh /RL 1W Pf NA Ce: NA VERT(LL) NA B 242 / 84 /233 /74 /80 Lu. NA Cs NA VERT(TL): NA D 55 /26 /66 Snow Duration NA HORZ(LL) -0001 C C 94 /50 /57 11 5 HORZ( TL) 0 001 C Wind reactions based on MWFRS Code I Misc Criteria Creep Factor 2 0 B Min Brg Width Req = 1.5 Bldg Code FBC 611h,ed 2017 Max TC CSI 0238 D Min Brg Width Req = - TPI Std 2014 Max BC CSI 0 096 C Min Brg Width Req = - Rep Factors Used, Yes Max Web CSI 0 000 Bearing B is a rigid surface Bearing B requires a seat plate. FT/RT,20(0)/10(0) Plate Type(s) Members not listed have forces less than 375# WAVE VIEW Ver 17,0202A121121 0< 0 E 61F 0 278 NAIL 05/ 18/2018 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, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, b c E TPIanSBCA) or safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attached ceilinLocations shown for ermanent lateral restraint of webs shall have bracinp installed per BCSI sections B3, B7 or 910, as applicabe, Applythe Join Details, plates toeachfaceotrussandpositionasshownaboveandonunlessnoted otherwise. efer to drawings 160A- Z for standard plate positions Alpine, a division of ITW B ildin$Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss inconformanceIXNSIrPI1, or for handlin shippirip, installation and bracing of trussesA seal on this dr wii iq or cover p, ) , c ge, ffty listing thisdrawing, indicates acceptance of ass ona engineerinresponsibility solely for the design.show'n. The sui b and use ofthisrawingforanystructureisgreoresponsibilityofthebuildingDesigrierperANSI/TPI 1ec 2. For more'formation b nd these web sites ALRINE ww.v alfinetw com FP1 www.tpinst.org SBCA www. sbcindustry _com. !CC vnvwtccsaf F 0— h "h,= 2400Lake OrangeD, Suite 11 Orland. FL, 32837 Job Number: N333547 ply: I VARIOUS .9A6/9A7 .198SF 02A.R80I Qly 6 Truss Label: CA 12 6"6 i SFQN 40158 / T56 /JACK Cust RR8975 JRet: lWb189750074 FROM, ALS DrwNri 137 18 120F40488 KID / DF 05117/2018 11 "4 11 " 4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria k Maximum Reactions (Ibs) TCLL 2000 Wind Std: ASCE7-10 Pg NA Ct, NA CAT. NA: PP Deflection in loc L/deff L/# Loc R / U /Rw /Rh /RL W TCDL, 17,00 Speed: 150 mph Pf NA Ce NA VERT(LL) NA B 182 /66 /180 /36 8,0 BCLL 000 Enclosure: Part. Eric, LU NA Cs: NA VERT(TL) NA D 12 /13 /20 1,5 BCDL 1000 Risk Category 11 Snow Duration: NA HORZ(LL) -0 000 C C -12 /26 /19 1 5 Des Ld, 4700 EXP C HORZ(TL) 0 001 C Wind reactions based on MWFRS NCBCLL 10,00 Mean Height 15 00 ft TCDL: 4,2 psf Code / Misc Criteria Creep Factor 2 0 B Min Brg Width Reg = 1.5 Soffit 0 00 BCDL 5.0 psf Bldg Code FBC 6th ed 2017 Max TC CSI 0 170 D Min Brg Width Req = - Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Sid 2014 Max BCCSF 0019 C Min Brg Width Reg = - Bearing B is a rigid surface. Spacing: 24.0 C& C Dist a: 3.00 lit Rep Factors Used: Yes Max Web CSL 0.000 Bearing B requires a seat plate, Loc. from endwalF Any FT/RT,20(0)/10(0) GCpi 0,55 Plate Tylpe(s): Members not listed have forces less than 375# Wind Duration 1,60 WAVE VIEW Ver 17 02 02A 1213,21 Lumber Value Set 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 N Lumber value set "l 313" 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" 0.0", min. toe -nails at top chord, Provide (2) 0.131" x3ff', min. toe -nails at bottom chord. iATE 4. OR\Q 0 2 7 8" Ilz N AL 051/118/2018 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 (Building Component Safety Information, byTPIanSBCA) r safety practices prior to performing these functions. Installers shall provide temporary. bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom ghord shall havta properly attache rigid ceiliny, Locationsshownforlateralrestraintofwebsshallhav%bracinp installed per BC I sections B3, 7 or 910 3 1 t asapplicabe, ApplyWtoeachfaceotrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions - Alpine, a division of ITW Build n Components GT.up ln,., shall not be responsible for any deviation from this dr?winuu, failure to build the ALPINIIE truss in conformance with ANAPI1, or for han linq, s ippin installation and bracing of trussesA seal on this dr wi g or cover pape 2400 Lake Orange Dr listing this drawin, indicates acreptancee9fproressionaTengresponsibilisolelyfarthederishown. The suitability and use of this drawingforanystructureisfheresponsibilitilonfethetlbuildingDesig%er per ANSI/TPIMc.2, Suite 150 For more information see this I ndo FL, 32837 Job Number: N333547 ply: I SEQN, 40159 1 T68 1 HIP Cust, RR8975 JReF 1Wb189750074 VARIOUS .9A6/9A7 198SE 02A R601 Orly 2 FROM ALS DrwNo 137 18 1201,38539 Truss Label: HJ7 KM OF 05/17/2018 57'2 572 47'l 5 D 13'07 12 424 2X4 C 0 B ss A 9'4 F E 4X4(B1) 4X4 115" Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 10,00 Risk Category, 11 EXP C Des Ld 4700 Mean Height. 15.00 It NCBCLIL 0,00 TCDL 4,2 psf Soffit: 0,00 BCDL 5.0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 C&C Dist a 3,00 it Loc from endwall. NA GCpi 0,18 Wind Duration 1 60 Lumber Value Set 13B (Effective 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback lacks with no webs, Wind Wind loads and reactions based on MWFRS Provide (3) 0.162"x3.5", min toe -nails at top chord. Provide (3) 0.162"x3.5', min toe -nails at bottom chord. 9A" 11 9'4"l 1 Snow Criteria (Pq Pf,n PSF) Defl/CSI Criteria Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# A Maximum Reactions (Ibs) Loc R / U /Rw !Rh /RL /W Pf NA Ce NA VERT(LL) 0 021 C 999 360 B 501 /169 /- /_ /_ 1106 Lu NA Cs NA VERT(TL) 0081 C 999 240 E 424 48 / - /0 /0 /1 5 Snow Duration NA HORZ(LL) 0 009 D - - D 317 159 1 - / - / - 11 5 HORZ(TL) 0011 D Wind reactions based on MWFRS Code I Mise Criteria Creep Factor 2.0 B Min Brg Width Req = 1,5 Bldg Code FBC 6th ed 2017 Max TC CSI: 0.836 E Min Brg Width Req = - TPI Sd 2014 Max BC CSI 0632 D Min Brg Width Req = - Rep Factors Used No Max Web CSI 0 365 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT 20(0)/10(0) Plate Type(s) Members not listed have forces less than 375# WAVE VIEW Ver 17.02 02A 121121 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp B - C 311 -714 o. 6648 I 00 0 2 N Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens,Comp. B - F 656 -277 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 304 -722 05/18/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 4uire extreme care in to icating, handling shipping, installing and bracing, Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, b `f 0 6PIanSBCA) or safety practices prior to performing these functions, Installers shall provide temporary BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a progerlr1oyiidceilin,?,. Locations shown forpermanent lateral restraint f webs shall have bracing installed per BCSI sections B3 B7 o q,. Apply plates to each face or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Alpine. a division of ITW Bu Id C trussinconformancewithMORNlisting this drawing, indicates ac( anduseofthisrowingToranyhis drawintau failure to build the onthisdrwigorcoverpaLe design shown. The suldatili ety, F immand these web SO$ 2400 Lake Orange r Suite 150 Orlando FL, 328" Job Number: N333547 Ply 1 SEQN: 40160 / T5 I HIP_ Cust: R R8975 JRef: 1 Wbl89750074 VARIOUS ,9A6/9A7 ,198SL 02A .RB01 Qty i FROM ALS DrwNo 137.18.1201 38350 Truss Label: HJ5 KM / DF 05/1712018 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 0.00 Enclosure Part. Enc. BCDL- 10,00 Risk Category: II EXP C Des Ld 47 00 Mean Height 15.00 It NCBCLL: 0.00 TCDL 4 2 psf Soffit: 0,00 BCDL 5 0 psf Load Duration_ 1.25 MWFRS Parallel Dist- 0 to h/2 Spacing: 24.0 " C& C Dist a 3 00 It Loc from endwail NA GCpi 0,55 Wind Duration. 1.60 Lumber Value Set 13B ( Effective 6/1/2013) Top chord 2x4 SP # 1 Bot chord 2x4 SP # 2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 4- 11- 8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131" x3.0", min, toe -nails at top chord. Provide (2) 0-131" x3.0", min. toe -nails at bottom chord. 7'0"2 T 2 Snow Criteria ( P9,Pf in PSF) Defl/CSI Criteria Pg_ NA Ct: NA CAT. NA I PP Deflection in loc L/defl L/# IN Maximum Reactions (Ibs) Loc R /U /Rw / Rh /RL /W Pf- NA Ce: NA VERT(LL) NA B 315 / 186 /- 1- / 10.6 Lu: NA Cs: NA VERT(TL) NA D 83 /- / 28 l - / 1.5 Snow Duration. NA HORZ( LL) 0 007 D C 275 / 191 / - / 1,5 HORZ(TL) 0 016 D Wind reactions based on MWFRS Code I Misc Criteria Creep Factor 2 0 B Min Brg Width Req = 1 5 Bldg Code- FBC 6th. ed 2017 Max TC CSI_ 0.711 D Min Brg Width Req = - TPI Sid 2014 Max BC CSI 0 361 C Min Brg Width Req = - Rep Factors Used No Max Web CSI 0 000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT20(0)/10(0) Plate Type(s). Members not listed have forces less than 375# WAVE VIEW Ver 170202A. 1213 21 05/18/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nponent Safety Information, by TPI and SBCA) f # safety practices prior to performing these functions Installers shall provide temporary N in per BCSI._ Unlessnoted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly rt'gid ceiling LocationsshownforermanentlateralrestraintofwebsshallhamsbracinginstalledperBCSIsectionsB3, B7 or 910 applicable. Apply plates toeachfaceofptrussandpositionasshownaboveandontheJoinFDetails, unless noted otherwise_ Refer to wings 16OA-Z for standard plate positions - he. a division of ITW Build ne CGomponents Group Inc shall not be responsible for any deviation from this drawin an failure to build the s in conformance with AN I(I PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this dr wir g or cover pa e , nothis drawing, indicates acceptance of proTessionar engineering responsibiei solely for the design shown. The suil9abthty t se of thisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSUTPI1Sec.2. mare information see this lob' neral Hates a e and these web sites: ALPINE: w wr_al ineitw.cam; TPI: www.tpinsLarr_SSCA. www.sbcoclustry com, ICC www.icesat FAorm 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333547 Ply: 1 SEQN: 40168 / T52 / EJAC Cust RR8975 JRef WM189750074 VARIOUS ,9A619A7 ,198SE ,02A ,RB01 Qty 2 FROM ALS DfwNo 137 18 1201.39162 Truss Label: EJ7L KM / DF 05/1712018 3'75 A r_ Loading Criteria (psf) TCLL 20,00 TCDL 17.00 BCLL 000 BCDL 10.00 Des Ld: 4700 NCBCLL 10.00 Soffit- 0.00 Load Duration 1.25 Spacing 24 0 " 2X4(A1) 1 C 12 X 4 Wind Criteria Wind Sid: ASCE 7-10 Speed 150 mph Enclosure- Part. Eric. Risk Category II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5.0 psf MWFRS Parallel Dist- h/2 to h C&C Dist a: 3 00 ft Loc. from endwall: not in 4 50 If GCpi 0,55 Wind Duration 1 60 Lumber Value Set 136 (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°4.0", min. toe -nails at bottom chord- 7' 7' Snow Criteria (Pg,Pf in PSF) Pg:NA Ct NA CAT:N/ Pf_ NA Ce- NA Lu NA Cs NA Snow Duration. NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std: 2014 Rep Factors Used Yes FT/RT20(0)110(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL)- NA VERT(TL)- NA HORZ(LL) -0.018 D HORZ(TL)- 0-041 D Creep Factor 2.0 Max TC CSI: 0.898 Max BC CSI: 0 585 Max Web CSI 0,000 VIEW Ver: 17.02.02A.1213.21 ATE 0 c'••.ORVVP, y ww say• 0 278 t-rfYA t,' 05/18/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 426 / 179 / 393 1- / 101 1 8 0 D 134 /67 /157 1- 1- /15 C 228 1 106 / 141 l - /- / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingnentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary, I er BCSI Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a pro erlydrigidceilingLocationsshownforAermanentlateralrestraintbfwebsshallhavebracingqinstalledperBCisectionsB3, B7 or 910, icatsle. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 3s 160A-Z for standard plate positions. a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawin anv failure to build theconformancewithNSAPI1, or for handlin j shippin?, installation and bracing of,trussesA seal on this drowlrigg or cover pagge , . thisdrawinindicatesacceptanceofpro) en ineerinq responsibilittyy solely for the desi n shoWn. The suit blhty W of this 19fawing for any sucture is the responsibiIWof the building Desl_ er per ANSI/TPI 1 SIc.2. infarmaUan sae this ab`s eneral natesJr a and these web sites. ALPINE: www.al ineitw.com: TPI: www.t insror : 5RCA wwwsfacindustry.com ICC: www.Imsaf mg— whh'= nv 2400 Lake Orange Dr Suite 150 Orlando FL, 3; Job Number: N333547 VARIOU,S .9A619A7.198SE .02A,RB0I Truss Label: C,15L i 3" 15 Loading Criteria (psr) TCLL 2000 TCDL, 17.00 BCLL 0.00 BCDL, 1000 Des Lid: 4700 NCBCLL 10.00 Soffit 000 Load Duration 1,25 Spacing: 24 0 " Wind Criteria Wind Std. ASCE7-10 Speed.150 mph Enclosure Part Enc. Risk Category 11 EXP C Mean Height 15 00 ft TCOL 4 2 psf BCDL, 5,0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 Q Loa from endwall not in 4.50 ft GCpt, 0,55 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2X4 SP #2 N But chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1130/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C rnember 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 40169 / 1-77 /,JACK Cust RR8975 JRef 1Wbl89750074 Cry 4 FROM ALS DrwNo 137.18 1201 40490 KD I DF 05117/2018 4'11 'A 4'11 "4 Snow Criteria (P9 Pf in PSF) DefI/CSl Criteria Fig NA Ct NA CAT: NA, PP Deflection in loc L/defl L/# A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W Pf NA Ce: NA VERT(Ll_): NA B 330 1136 / 305 /75 / 8 0 Lu NA Cs NA VERT(TL) NA D 93 /46 /107 /1 5 Snow Duration. NA HORZ(LL) -0 006 D C 156 / 72 196 1- /1 5 HORZ(TL) 0 013 D Wind reactions based on MWFRS Code I Misc Criteria Creep Factor 2.0 B Min Brg Width Req = 1 5 Bldg Code FBC 6th ed 2017 Max TC CSI 0391 D Min Brg Width Req = - TPI Stcl 2014 Max BC CSI 0,278 C Min Brig Width Req = - Rep Factors Used Yes Max Web CSI 0.000 Bearing B is a rigid surface FT/RT 20(0)110(0) Bearing B requires a seat plate Plate Type(s) Members not listed have forces less than 375# WAVE VIEW Ver, 17,02,02A,121321 El ATE OF 0 R V"'. 0 278 ONAk- 051/18/2018 El WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Buildinga6ComponentSafetyInformation, by TPI an SBCA) or safety 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 hord shall hav%a properlyallach1% d c%iny locations shown for permanent lateral restraint f webs shall have bracinp installed p?r BC I sections B3 7 or 910, as appl,. e pp''y plates to each face or truss and position as shown above and on the Joini Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions an, failure to build theAlpine, a division of ITW BX,ld ina Components Group Inc. shall not be res onsible for any deviation from this drawin ALPINE truss in conformance with NSI PI 1, or for handlinj shippinp, installatiN and bracing of trussesA seal on this dr wt q or over page 2400 Lake Orange Drlistingthisdrawing, indicates acceptance qf pro essiona engineeri responsibility solely for the design shov7n. We suit -abilityanduseofthisrawingforanystructureistheresponsibilityoftheriguildingDesigiferperANSI/TPI I S76c.2. Suite 150 For more information see, Orlando FL, 32837 Job Number: N333547 Ply: 1 SEQN: 40170 ! T76 / JACK Cust R R8975 JRef: 1 Wb189750074 VARIOQS ,9A6/9A7 ,198SE ,02A ,RB01 City: 4 FROM: ALS DnwNo 137-18.1201A0223 Truss Label: CJ3Li KD OF 05/17l2018 12 4 C B, 315 A % 1t Loading Criteria (psf) TCLL: 20,00 TCDL: 17,00 BCLL 000 BCDL 10,00 Des Ld: 47,00 NCBCLL: 10,00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 2X4(A1) 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. 2' 11 "4 2' 11 "4 Deft/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL): 0.002 D Creep Factor: 2.0 Max TC CSI: 0.185 Max BC CSI: 0,091 Max Web CSI: 0,000 VIEW Ver: 17.02.02A.1213.21 ATE 0# Sj `R R1Faw.we+ y i 0 278y'r„ lv Nt- ~,.4A 05/ 18/2018 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 242 /96 /225 !- /50 /80 D 51 /26 /60 !- /1.5 C 82 139 / 49 / - 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1,5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Isses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building mponentSafetyInformation, by TPI and SBCA) for sa ety practices prior to performing these functions Installers shall provide temporary icingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly ichetlrigidcedingLocationsshownforermanentlateralrestraintofwebsshallhavebracingInstalledperBCIsectionsB3, B7 or 810. applicable. Apply Oates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to wings16OA-Z for standard plate positions. ine, a division of ITW BuilM Components Group Inc. shall not be responsible for any deviation from this drawing an , failure to build the sInconformancewithANSInPI1, or for handling, shipptn , installation and bracing of,trussesA seal on this drawirtg or cover pa e, ing this drawing, indicates acceptance of pprofessional engineerin responsibilitty solely for the desi n shown. The sui0ablhty iuseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSItTPI1S%c.2. more information see this job's general notes page and these web sites. ALPINE. www.alpineitw.com: TPi. www.tpinst.org. SBCA. www.sthondustry,corn ICC: www. iccsaf N rrvr rouraN 2400 Lake Orange Dr. Suite 150 Orlando FL. 3; Job Number: N333547 Ply: I SEQN: 40171 / T48 /JACK Cost PR8975 JRef: 1Wbl89750074 VARIOU,-, 9A619A7,198SE 02A,R1301 Qty: 4 FROM ALS DrwNo 137 18 1201 39164 Truss Label: CJlI_ KID ! DF 05117/2018 12 4 1 9' 8" 3 711 3",15 i 2x4( Al) 11 " 4 Loading Criteria ( psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL. 2000 Wind Std ASCE7-10 Fig: NA Ct: NA CAT NA: PP Deflection in loc L/defl L/# TCDL 1700 Speed 150 mph Pf NA Ce.NA VERT(LL) NA BCLL 000 Enclosure Part, Enc Lu NA Cs, NA VERT(TL). NA BCDL 1000 Risk Category 11 Snow Duration, NA HORZ(LL) 0 000 0 DesLd 4700 EXP Mean Height 15 00 ft HORZ(TL) 0,000 C NCBCLI_ 1000 TCDL. 4. 2 psf Code I Misc Criteria Creep Factor 2.0 Soffit 000 BCDL 5, 0 psf Bldg Code. FBC 6th.ed 2017 Max TC CSI: 0.160 Load Duration, 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0,021 Spacing 24,0 C& C Dist a 3,00 It Rep Factors Used: Yes Max Web CSI: 0,000 Loa from endwall Any FT/RT 20(0)110(0) GCpi 0 55 Plate Type(s). Wind Duration 1.60 WAVE VIEW Ver 17 02,02A, 1213 21 Lumber Value Set 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 N Lumber value set "l 313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0 131" x3,0", min. toe -nails at top chord. Provide (2) 0 131" 0.0", min. toe -nails at bottom chord. 414 .00* 039t ATE 05 SZ4 AL 0 278 1,10A' 1 Wit 'WaVA0 05/18/ 2018 A Maximum Reactions (Ibs) Lac R / U / Rw , Rh / RL / W B 191 /95 /182 f- /25 /80 D 7 /16 121 /- 11.5 C -21 /33 /26 /- 115 Wind reactions based on MWFRS B Min Brig Width Req m 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 3 require extreme care in fabricating,handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building nent Safety Information, bNTPIanSBCA) or safety ty practices prior toperforming these functions. Installers shall provide temporary Tper Unless noted oherwise,top chord shall have properl attached structural sheathingand bottom ghord shall havy progerly rad ceiliny. Locations shownforermanentlateralrestraintofwebsshallhavebracinpinstalledperBCIsections137or10, ica e. Apg y platestoeachfaceofFirussandpositionasshownaboveandontheJoin] Details, unless noted otherwise. Refer to Is 160A-Z I r standard plate positions. a division of ITW. Bu 00ing- Components Group Inc shall not be responsible for any deviation from this dr?win an failure to build the any structure is the respon Lal none IR99e and these web sites: TPI: k seal on this drAw' itti or cover paqe for the desiqn sho in. The suitability ANSIITPI I S6c.2. PINEA 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 IJob Number: N333547 VARIOUS 9A6/9A7 .198SE 02A,R60I Truss Label: HJ7L 3"_1 5 A VY Loading Criteria rpsn TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld, 4700 NCBCLL 000 Soffit 0,00 Load Duration 1,25 Spacing. 24.0 " Wind Criteria Wind Sid ASCE 7-10 Speed 150 mph Enclosure Part, Enc. Risk Category. 11 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 Q Loc from endwall NA GCpi 0 55 Wind Duration 1.60 Lumber Value Set 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. Provide (3) 0.162"x3,5". min toe -nails at top chord. Provide (3) 0,162"x3.5", min toe -nails at bottom chord 5'5"15 Ply, 1 SEQN 40172 / 1-74 HIP Cust RR8975,)Ref lWbl89750074 Qty 2 FROM ALS DrwNo 137 18 1201 38865 KM I WHK 05/17/2018 9110,11 4'4"l 9111,10 87 9111,10 9110,11 Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL / W Pf NA Ce: NA VERT(LL). 0.041 C 999 360 G 495 276 / - / - /106 Lu. NA Cs: NA VERT(TL) 0 152 C 999 240 E 439 /126 /0 /0 /1 5 Snow Duration. NA HORZ(LL).. 0 007 F - - D 283 1222 /_ /_ 11 5 HORZ(TL) 0 017 F Wind reactions based an MWFRS Code / Misc Criteria Creep Factor 20 G Min Erg Width Reg = 1.5 Bldg Code: FBC 6th.ed 2017 Max TC CSI 0 720 E Min Brg Width Req = - TPI Std 2014 Max BC CSI 0740 D Min Brg Width Req = - Rep Factors Used No Max Web CSI. 0.402 Bearing G is a rigid surface FTIRT 20(0)/10(0) Bearing G requires a seat plate Plate Type(s), Members not listed have forces less than 375# WAVE VIEW Ver 17 02 02A 1213 21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp B - C 653 -1012 00, ",\s JAT E 0 A 4 0RV0# N A0. 0/0NA" 40278 14-11smwI It U, 05/18/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp B - F 979 -619 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp C - F 652 -1032 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING[ IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS isses require extreme care in fabricating, handling. shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingmponentSafetyInformation, b TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary. cm er BCSL Unless noted ol herwise,top chord shall have properly attached structural sheathingand bottom chord shall havta properly ach2yri id ceiliny. Locations shown formirnianent lateral restraint f webs shall have bracinig installed per BCSI sections B3. 7 or 10, applicab e. App y Oatc to each face o truss and position as shown above and on the Join Details, unless noted otherwise, Refer towings160A-Z for scan and plate positions. one, a division of ITW Buildi omponpnts Group Inc. shall not be responsible for any deviation from this drawinanfailure to build the 5sinconformancewithANST;+l 1, or for handl n h ' installation albracing of trussesA seal on this drawingorcover page Ing thisrawing, indicates acceptance of p'ro1ia'N.'pprnTeni ... riny responsibili solely for the design shown. The suitability I useofthisrawingforanystructureisfheresponsibilityoftheBuildingDesig%er per ANSIfTPI I Sec.2. more information see this)ab eneral notes a e and these web sites. ALPINE. www.alpinsitw.com, TPI. www.fpinsLorg; SBCA: www.sbcindustry.conr: ICC www,ccsa( 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 VAR 10 LIiS,9A6/9A7,l988E 02A,R1301 Truss Label: EJ7A Loading Criteria (psu TCLL 2000 TCDL: 1700 BOLL: 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 0,00 Load Duration 1 25 Spacing: 24 0 " 110,18 Wind Criteria Wind Std: ASCE7-10 Speed: 150 mph Enclosure: Closed Risk Category 11 EXP C Mean Height. 22.56 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3,00 ft Loc from endwall not in 4 50 ft GCpv 018 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #1 Bot chord 2x6 SP #2 N Lt Slider 2x6 SP #2 N BLOCK LENGTH = 2 000' Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0 131"x3.0", min. toe -nails at top chord, Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 6111,18 6*11"8 Snow Criteria (Pg,Pf,n PSF) Pg: NA Ct: NA CAT. N/ Pf NA Ce. NA Lu: NA Cs: NA Snow Duration NA Code if 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 El Ply 1 SEQN 54584 / T6 / EJAC Cust. RR8975JRef 1Wbl89750074 Qty 12 FROM ALS DrwNo. 137,18 120142394 KM / DF 05/17/2018 D Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT(TL) NA HORZ(LL) -0 105 C HORZ(TL) 0 173 C Creep Factor 2 0 Max TC CSI 0721 Max BC CSI 0.298 Max Web CSI 0 131 VIEW Ver 170201A.111521 El 17ATE UF 0 R"IIVI• 1_ 4 ot' 110278 05/18/2018 24'3"4 20'0"12 A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL W F 428 /132 /341 1- /202 35 E 148 /23 /116 /- 1 5 D 240 /174 /142 /- 1 5 Wind reactions based on MWFRS F Min Brg Width Reg = 1.5 E Min Brg Width Reg = - D Min Brg Width Reg = - Bearing F is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp B - C 416 - CA2 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS isses require extreme care in fabricatina, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingmponentSafetyInformation, b, TPI an SBCA) r safety practices prior to performing these functions, Installers shall provide temporary n er BCSI. Unless noted otherwise chord shall have properly attached structural sheathingand bottom chord shall have a properlyicclhUriwdceiliny. Locations shown for ermanent lateral restraint of webs shall have brcininsalled per BCS1, sections B3, B7 or 910, 3leapplicabe. Ap P, ,pyOatestoeachfaceotrussand position as shown above and on the JointDetails, unless noted otherwise Refer to wings 16OA-Z for standard plate positions ine, a division of ITW BXild i Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the isinconformancewithNSIIPI1, or for handlin$ shippin?, instpliatisT, I nandbracingoftrussesAsealonthisdrwinor cover pa e ing this rawing, indicates acceptance of ) essrona engineeringresponsibili solely for the design shovy, The sui?Z bility IuseofthisrawingforanystructureisgeoresponsibilityoftheBuildingDesigerperANSIrTPI1Sec.2. more information see this job's general notes page and these web sites. ALPINE www alpmet1w com TPI www (Dinst ore SBCA wwwsbcindUM1V COM ICC www i-saf 9 3M ww= 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N333547 VARIOLAS 9A6/9A7 198SE 02A,RB01 Truss Label: E,13A 3X12(E3) 4X4(E3) 110,18 211 "8 2'11 "8 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE7-10 TCDL 17,00 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category: 11 EXP C Des Ld 4700 Mean Height: 21,56 it NCBCLL, 10 00 TCDL: 4,2 psf Soffit 0,00 BCDL 5.0 psf Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a. 3.00 ft Loc from endwall Any GCpt, 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bat chord 2x6 SP #2 N Lt Slider 2x6 SP #2 N BLOCK LENGTH = 2,000' 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 Snow Criteria (FIg Pf in PSF) Pg: NA Ct NA CAT Nl 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 Ply I SFQN 54586 / T8 I EJAC Cust R R8975 JRef 1 Wb 189750074 Oly. 8 FROM ALS DrwNo 137 18 1201 42064 KM I DF 05/17/2018 IC 22'3"4 CO 20'0"12 Defl/CSI Criteria A Maximum Reactions (lbs) PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh IRL /W VERT(LL) NA VERT(TL) NA HORZ(LL) -0009 C HORZ(TL) 0012 C Creep Factor 2 0 Max TC CSI 0 352 Max BCCSI. 0048 Max Web CSI 0010 VIEW Ver 17 02 01A 1115,21 ATE 0 90278 05/ 18/2018 F 241 /74 /203 /97 /3,5 E 60 /6 /46 /1 5 D 97 /76 /55 1.5 Wind reactions based on MWFRS F Min Brg Width Req = 1.5 E Min Big Width Req = - D Min Brg Width Req = - Bearing F is a rigid surface Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qire extreme care in fabricating, handlunp, shippino, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingSafetyInformation, by TPI an SBCA) or safety ractices prior to performing these functions. Installers shall provide temporary. S 1 11 "less noted otherwise,top chord shall have properly attached structural sheathingand bottom ghord shall have a properlyjildceumLocationsshownforermanentlateralrestraintofwebsshallhavsections133, B7 or 910, e Apply plat, %bracino installed per BC IAIstoeachfaceopirussandpositionasshownaboveandontheJoinDetails, unless noted otherwise Refer to of ITW Bu Idin ,,$omponents GTup Inc shall not be respon Vile for any deviation from this drawinizn4failure to build theicewith, , 1 1, or for ban Ilia shippin?, installation an bracing of trussesA seal on this dr wi , or er,,pq e suitabilityng, indicates acceptance of pro) essiona engineering responsibility solely for the desi In shoWn. over bilityrawingforanystructureIstheresponsibilityoftheguildingDesig%er per ANSI1TP1 I Sic.2, iee this ieh's oeneral notes mae and these web sites ALPINE www abneaw. com TPI www tninst orn SRCA www st,cindustry com 1C.C. www—sal F 5 -3 hwh,:; 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333547 Ply 1 SEON 54588 1 116 /JACK Cust RR8975JRef lWb189750074 VARIOUS .9A6/9A7 198SE 02A,RB01 Oly 6 FROM ALS DrwNo 137 18 1201 42687 Truss Label: CJ5A KM I DF 05117!2018 12 6 AVA 3X12 E3 4 4(L) 110,18 1— Loading Criteria qrso Wind Criteria TCLL: 2000 Wind Std: ASCE7-10 TCDL 17,00 Speed. 150 mph BCLL 0.00 Enclosure: Closed BCDL 10,00 Risk Category: 11 EXP: C Des Ld4700 Mean Height: 22.05 ft NCBCLL 10, 00 TCDL: 4.2 psf Soffit 0, 00 BCOL 5.0 psf Load Duration: 1 25 MWFRS Parallel Dist, 0 to h/2 Spacing 24. 0 C&C Dist a, 100 ft Loc. from endwalf not in 4.50 ft GCpi: 018 Wind Duration: 1,60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Lt Slider 2x6 SIR #2 W BLOCK LENGTH = 2 000' Lumber value set "1313" uses design values approved 1/ 30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design, 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 D 4' 10" 12 4'10" 12 23'2" 14 0 M Snow Criteria (` 9 PI it, PSF) Deft/CSI Criteria Pg NA Ct NA CAT NAI PIP Deflection in loc L/defI L/# Pf NA Ce NA VERT(LL) NA Lu NA Cs NA VERT(TL) NA Snow Duration NA HORZ(LL) -0045 C HORZ(TL) 0071 C Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 2017 Max TC CSI 0489 TPI Std 2014 Max BC CSI 0 137 Rep Factors Used Yes Max Web CSI 0 056 FTtRT20(0)/ 10(0) Plate Type( s) WAVE VIEW Ver 1702.01A.1115.21 4 'ATE 05 64 00278 05/ 18112018 20'0" 12 A Maximum Reactions (lbs) Loc R / U /Rw /Rh /RL /W F 330 / 101 /268 /147 /35 E 103 / 15 /81 /1 5 D 167 / 122 /98 5 Wind reactions based on MWFRS F Min Brg Width Req = 1 5 E Min Brig Width Req = - D Min Brig Width Req = - Bearing F is a rigid Surface. Members not listed have forces less than 375# WARNING- --- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS q re extreme care in fabricating, handling shippm, Installing and bracing. Refer to and follow the latest edition of BCSI (Building qafety Information, byyPI an SBCA) ractices prior to performing these functions Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro erly id ceilin?, Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3 B7 or 910, Apply plates toeachfaceoftrussandpositionasshownaboveandontheJoin! Details, unless noted otherwise. Refer to 60A,Zpfor ysstandardplatepositions. activision or I I vy bXilar omponents (3roup Inc , Shall not be responsible for any conformance with N I11, or for handlinj shippin?, installation and bracing this drawin , indicates acceptanceofproessionaengineeringresponsibleofthisgrawingioranystructureisfheresponsibilityoftheuildingDesinformationseethiston' s cieneral notes Dade and these web sties ALPINE www alDinerw. corn TPI from this drawintau, failure to build the k seal on thisdrwiqorcoverp@qeforthedesiqnshovt7h. The suitability ANSIfTPI I S-6c. 2. 9 a— rw= 2400 Lake Orange Dr. Suite 150 Oriando FL. 32837 Job Number: N333547 Ply I SEON 54590 / T16 I JACK Cust RP8975JRef lWbl89750074 VARIOUS 9A6/9A7,198SE 02A RF01 City 6 FROM ALS DrwNo 137 18 1201 42547 Truss Label: CJ3A KM / DF 05/17/2018 3X12(E3) 4X4(E3) 1'0"8 2'10" 12 11 Loading Criteria (psf) Wind Criteria TCLL, 20,00 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 0,00 Enclosure Closed BCDL 10,00 Risk Category 11 EXP C Des Ld 4TOO Mean Height 21 55 ft NCBCLI_ 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 2x6 SP #2 N 1t Slider 2x6 SP #2 N: BLOCK LENGTH = 2 000' 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 ED] 22214 in 20'0"12 I U 12 Snow Criteria (Pq Pf,n PSF) DefI/CS1 Criteria A Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc L/defl Lj# Loc R / U /Rw /Rh /RL W Pf NA Ce NA VERT(LL) NA F 238 /73 /201 196 3 5 LIJ NA Cs NA VERT(TL) NA E 59 15 /45 1 5 Snow Duration NA HORZ(LL) -0 008 C D 94 /75 /53 1 5 HORZ(TL) 0011 C Wind reactions based on MWFRS Code I Misc Criteria Creep Factor 2.0 F Min Brg Width Reg = 1.5 Bldg Code FBC 6th ed 2017 Max TC CSI 0 337 E Min Brg Width Reg = - TPI Std 2014 Max BC CSI 0045 D Min Big Width Reg = - Rep Factors Used: Yes Max Web CSI 0 008 Bearing F is a rigid surface FT/RT 20(0)110(0) Members not listed have forces less than 375# Plate Type(s) WAVE VIEW Ver 170201A.1115.21 0% 151t'TE 0_/ QZ 4 OR00--+ 0 278 _kZ'UA1l 05/18/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING1 IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handfi% shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building nponent Safety Information, by TPI an SBCA) or safety practices prior to performing these functions. Installers shall provide temporary 7muer SCSI, Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom ghord shall have a progerlychrigidceiliny. Locations shown forpermanent lateral restraint I webs shall have bracinp installed per BC I sections B3 B7 or 10 applicableApplyplatestoeachfaceotrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to Nings 160A-Z for standard plate positions, a division of ITW Buil omponpnts Group Inc conformancewithFA0011, or or handlinq, sh his drawing, indicates acceptance of proress eofthisrawingforanystructureistherestinformation see this lob's cienerat notes Daae and these web s from this drawintau failure to build the ksealonthisdrwigorcoverfforthedesiqnshown. The 41&bility ANSItTP1 I Sbc.2. go— ww= 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333547 VARIOUS ,9A6/9A7 ,198SF ,02A ,RB01 Truss Label: CJIA 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 " 12 6 f 3X6 G 10"12 110,18 1—m 1Oil 2 Wind Criteria Snow Criteria (Pg Pf m PSF) Wind Std ASCE 7.10 Pg NA Ct NA CAT N/ Speed: 150 mph Pt NA Ce NA Enclosure: Closed Lu NA Cs NA Risk Category It Snow Duration: NA EXP C Mean Height 21.05 ft TCDL 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist- 0 to h/2 C& C Dist a: 3,00 it Locfrom endwall Any GCpi 0 18 Wind Duration 1.60 Lumber Value Set- 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bet chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 1313" uses design values approved 1/ 3012013 by ALSO Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 2) 0. 131"0. 0", min. toe -nails at top chord Provide (2) 0.131"x3. 0", min. toe -nails at bottom chord. Code 1 Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used: Yes FT/ RT_20(0)110( 0) Plate Type(s): WAVE Ply 1 SEQN- 54510 / T17 / JACK Cust. R R8975 JRe( 1 Wbl89750074 Oty: 10 FROM: ALS DrwNo: 137.18.1201 A2674 KM / DF 05/17/2018 21'2"14 O N 20'0"12 Defl/ CSI Criteria PP Deflection in loc L/ defl L/# VERT(LL): -0 000 B 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL). -0 000 B - - HORZ(TL) 0 000 B Creep Factor 2-0 Max TC CSI 0202 Max BC CS( 0.008 Max Web CSI: 0,133 VIEW Ver: 17.02.01A 1115.21 a % §iATE a Az 05/ 18/2018 Maximum Reactions ( Ibs) Loc R / U / Rw / Rh / RL / W E 172 /101 /183 l- / 3.5 D 18 /- /13 l- /1. 5 C -12 145 / 42 / - / 46 / 1.5 Wind reactions based on MWFRS E Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply ( Ibs) Webs Tens Como. B - E 446 - 169 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Isses reqLtire extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of SCSI (Building mponentafety Information, by TPI and SBCA) f0 safety practices prior to performing these functions. Installers shall provide temporary Icjn per BCSI. Unless notedotherwise,toop chord shall have properly attached structural sheathing and bottom Nord shall have a properly ach d n id ceilingLocationsshownfortermanentlateralrestraintofwebsshallhavebracingmslalledperkiClsections63, 87 or t310, app Ica e. A .gpyplatestoeachfaceotrussandpositionasshownaboveandontheJoiniDetails, unless notetl otherwise Refer to wings 16OA-Z fbr standardplatepositionspine, a division of ITW B ild ;+Components Group Inc. shall not be responsible for any deviation from this drawin anv failure to build the s in conformance with AN Ili PI 1, or for handlinshippin , installation and brawn of trussesA seal on this dr wirsIq or cover pagge, . ing this drawingq indicates acceptance ofproessionaienmeenngresponsbillt sole) for the desi n shoWn. The suit- ability J use of this drawing foranystructureistheresponsibilityoftheBuildingDesiq%r pePANSI(TPI 1 S c.2. more information see this job's general notes pane and these web sites. ALPINE. www.aloinedw. cam; TPI www.toinstore SBCA. wwwsbcindustrv. com. ICC. www. iccsaf 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333547 - -- Ply 1 SEQN: 54528 l T39 / HIP_ Gust RR8975 JRef: 1 Wbl89750074 VARIOUS ,9A6/9A7 .198SE ,02A ,RBO1 Qty 3 FROM: ALS DrwNo: 137.18.1201 42002 Truss Label: HJ7A KM / DF 05117/2018 4' 117 4117 __. 4'9" 15 3X6 : - ,I GA` i -::: 4A4 1 4"6 1 4"6 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Stcl ASCE 7.10 TCDL: 1700 Speed 150 mph BCLL: 0.00 Enclosure Closed BCDL: 1000 Risk Category II EXP C Des Lcl47,00 Mean Height: 22.55 If 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 Loa from endwall NA GCpi 0 18 Wind Duration 1,60 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 N Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6- 11- 0 setback jacks with no webs Wind Wind loads and reactions based on MWFRS AdditionalNotes Provide hanger or special connection at top chord. Provide hanger or special connection at bottom chord T5"5 4'9" 11 D 4'4"3 7" 7 91"14 _9,9:, Snow Criteria tPg Pf m PSFI Defl/CSI Criteria Pg_ NA Ct NA CAT NA, PP Deflection in loc Lldefl L/# Pf NA Ce NA VERT(LL) 0 044 G 999 360 Lu NA Cs: NA VERT(TL) 0 168 G 999 240 Snow Duration NA HORZ( LL): -0 019 D - - HORZ(TL) 0 046 D Code / Misc Criteria Creep Factor: 2 0 Bldg Code FBC 6th ed 2017 Max TC CSI 0 939 TPI Std 2014 Max BC CSI 0 933 Rep Factors Used No Max Web CSI 0.359 FT/RT:20(0)/ 10(0) Plate Type(s): WAVE VIEW Ver 17 02.01A.1115.21 o. 648 • R • i R • R 1. NT o C P' '•,• R y Rw RR it i@' 40278` aNAG e utvr+ ertt tu4tt 05i 18!20 t 8 20'0"12 Maximum Reactions (Ibs) Loc R / U / Rw / Rh l RL / W 1 496 / 243 / 4. 2 E 403 ! 90 / 1. 5 D 333 ! 216 / 1- 5 Wind reactions based on MWFRS I Min Big Width Reg = 1 5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. B - C 268 - 651 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp H - G 594 - 241 G - F 592 -245 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. B - 1 329 - 689 C - F 280 - 677 B - H 652 - 273 WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, byTPIandSBCA} fo'r safety prachces prior to performing these Functions Installers shall provide temporary bracin per BCSI. Unless noted otherwfse,top chord shall have properly attached structural sheathfnq and bottom hord shall have a pro erly attachcl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCI sections 63, B7 or 10 as apphea e Appfy Rlates to each face of truss and position as shown above and on the Joint`Details, unless noted otherwise. F efer to drawings 160A-Z for standard plate posdions. Alpine, a division of ITW Buildin omponents Group Inc shall not be responsible for any deviation from this drawingq an failure to build the truss in conformance withANSI/01 1, or for handlin shippin , installation and bracing of.trussesA seal on this dr8wi g or cover pa e - . listing this drawing indicatesacceptanceofro'essionaTq engineerin9 responsibility solely for the desi n shown. The suifability and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 S6c.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpmeitw.com. TPI. www.tmnst.ora SaCA. www.sbcmdustry com: ICC www.iccsaf MON,:; 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333547 VAR 10US ,9A6/9A7 ,1988E .02A ,RB01 Truss Label: HJ3A Loading Criteria (psf) TOLL: 2000 TCDL 1700 BCLL 0.00 BCDL: 10,00 Des Ld: 47,00 NCBCLL: 000 Soffit 000 Load Duration 1 25 Spacing 24,0 " VF11 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category 11 EXP C Mean Height- 21.55 ft TCDL: 4 2 psf BCDL 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall NA GCpi 0 18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Lt Slider 2x6 SP #2 N BLOCK LENGTH = 2 000' Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 2-11-0 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 0.131"x3 0", min toe -nails at top chord. Provide (2) 0.131"x3.0", min_ toe -nails at bottom chord Ply 1 SEON: 54593 / T2 / HIP_ Gust R R8975 JRef 1 Wb189750074 Oty 2 FROM AL.S DFwNo 137 18 1201 42065 KM / DF 05/17/2018 7 Q 4X4(3) 417 "7 4177 SnowCriteria (Pg,Pro PSk ) Fig NA Ct. NA CAT N/ Pf. NA Ce- NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Std 2014 Rep Factors Used: No FT/RT,20(0)/10(0) Plate Type(s)_ WAVE Defl/CSI Criteria PP Deflection in loc L/defi L/# VERT(LL): NA VERT(TL). NA HORZ(LL): 0.001 C HORZ(TL): 0.002 C Creep Factor 2 0 Max TC CSI 0 360 Max BC CSI 0 023 Max Web CSI 0 001 VIEW Ver 17.02,01A 1115.21 eowti-s Rs two f f 0A 4 90 27 05! l 8/2018 22'3" N to N 20'0"12 Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W F 202 / 120 / - /_ /_ / 42 E 26 /- 112 l- 1- /1.5 D 70 /42 /- /- /15 Wind reactions based on MWFRS F Min Brg Width Reg = 1,5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating. handlin shippin instal ling, and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safetyractices prior to performing these functions Installers shall provide temporary bracing per SCSI. Unless noted otherwlse,top chord shall have proper) attached structural sheathing and bottom hord shall have a properly attached rigid ceding Locations shown forpermanent lateral restraint f webs shall have bracingg installed per BC I sections B3, B7 or 810, as applicable. Apply plates to each face or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Bt aaiiciin q1 omponents Group Inc shall not be responsible for any deviation from this drawing anv failure to build the truss In conformance w th ANSI(1 1 1, or for handlin%ct, shippin , Installation and bracing of.trussesA seal on this drawiriq or cover page , listingthisdrawinggindicatesacceptanceofpro) essionaTq engineerin responsibilit yysolely for the desi n shooln. The suitability anduseofthisdrawingforanystructureistheresponsibilityoftheOuildingDesigtierperANSItTPIiSc.2. or more information see this iob's general notes Dade and these web sites ALPINE www alm—tw — TPI www tDinsf dre - SRCA- www sh,,.,Iust,v — ICb www icrsaf 1 " h,= 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or+ 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or 140 Mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 n.-, tan ..,,.a -i— c.,e on, u--- u..m,.— o__..i_i,.. c_-'---_' r .1 - _ .,,., S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) lx4 'L' Brace is 1) 2x4 'L' Brace x 2) 2x4 'L' Brace a 1) 2x6 'L' Brace x 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B i) 1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' D' 0) U S I— F 3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' i' 1i' 3' ill ill 13' 7' 14' 0' Hr Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' ill 11' 13' 7' 14' 0' O r Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 1 8' 4' 8' lY 9' 8' 10' 4' 13' 1' 14' 0' 1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' ill 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' S P 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' ill 8' 9' 9' 1' 10, 1' 10, 10, 13, 8' 14' 0' d ai P Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' i' 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' D' U 1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' S P P 3 4' 0' 1 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' i' 13' 7' 14, 0' 14' 0' U H F Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 1]' 10' 4' 11' 10, 12, 8' 14' 0' 14' 0' 1 4' S' 7'3' 7' 6' 8' T 8' 11' 10' 2' 10' 7' 13' S' 13' 3i' 14' 0' 14' 0' S P 2 4' 2' 7' 2' 7' S' 8' S' 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' Q D rc L Stud 4' 1' 5' 11' 6' 4' 7' ]1' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10, 2' i1' 0' i]' 9' 14' 0' 14' 0' 1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P F 3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 1]' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' l3 U O IH F Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 1l' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, ill 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X 1 4' 10' 8' 0' 8' 3' 9' S' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 4' 8' 7' ll' 8' 2' 9' 4' 9' 8' 1]' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' i 3 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' 11' 0' ill 6' 14' D' 14' 0' 14' 0' 14' 0' cDr L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 4' 5' 1 6' 1' 1 6' 5' 8' 1' 1 8' 7' 10' I1" i 11' 5' 12' 8' 13' 7' 1 14' 0' 14' 0' About L able Truss Diagonal brace option, vertical length may be T doubted when diagonal 18• brace Is used, Connect i Ldiagonalbracefor690# i L• at each end. Max web Brace total length Is 14', f X1K 2x6 DF-L #2 or better diagonal Vertical length shown brace, single 81 In table above. 45' or double cut as shown) at LJ 1 I upper end. Connect diagorxi atTo mid pint of vertical web. Refer to chart a ve WARKDOMM REAR AND f01 W N.L NOTES ON THIS DRAVDXB w DFORTANTww F1.01I H THIS IIRAWDIG TO ALL CONTRACTORS DIOAM #i THE INSTALLERS Trusses rrquY•e extreme core infabricating, handing, shaping, Installing and bracing. Refer f.it.. the latest edtion of SCSI (Susdrng Component Safety Information, by TPI and SBCA) for sY.ty Practices prior to performft these functions, Installers shalt temporary lawcing EKL provideperlim ess noted otherwise, top chord shall have properly attached structural sheathing and bottoorcho s shall have a propeniy attached Hod telling. Locations shown far permanent lateral restraint of'$ebdj T a shalt have bracing Installed per above sections the J or Bia, as unless dot plates to each 6cr oftrussandPositionasshamoboveandonthe ,belt DetoRs, uMess rested otherwise. Refer to drawings 16OA-Z for standard plot. positions. AN flWODMPMAW Alpine, a dWisbn of ITV ButdMg Components Group Imo. shall not be responsible for any deviation f this drawing, any faNwe to build the truss In ANSI/TPI for conformancewithLorhandling, shipping, r Installation t taa= of trusses. A seal on this wig a cover page list#g this drawing. idcate. acceptant. of professional I. 13723,. R,venportt Drive tngieerYp nspmasibtlty solNy for 'dine design shown The suitability and use of this drawing 1',. s0te1200 for any strruchre !s the responsRtlLy of the Bulldmg Designer per ANSI/TPI 1 Sec2. 1 `. Ma V larMl Heights,,. MOt 63043 For pore I nforhatbn see this Job's generat rots Tinge and these web sites, ALPINE, . ws.atpineltscoh, 7PL www.tptnst.org, SBCM www..sbclndustry.orgl ICO swwlocsafe,org 5' tATE OYF e' Z 0 Poq o 34 El Bracing Group Species and Grades; Group A; S ruce-Pine-fir Hem-Flr Standard # 2 Stud 3 1 Stud 1 #3 IStandardl Douclias Fir -Larch Southern Pinewaw 3 # 3 Stud Stud Standard Standard Group BI Hen - Fir 1 8 Btr 1 Dou Ins Fir -Larch Southern Pinewww 1 # 1 2 # 2 ix4 Braces shalt be SRB (Stress -Rated Board). xFor 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes; Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports toad from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach ' L' braces with 10d (0.128'x3.0' min) nails. X For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o,c, between zones. K) Wor (2) 'L' braces, space molts at 3' o.c. In IS' end zones and 6' o.c. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len tin No S ltce Less than 4' 0' 2X4 Greater than 4' 0" but 4X4 Less than 12, 0' Refer to common truss design for peak, spilce, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. TOT, LD. 60 PSF X, SPACING 24.0' REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 Gable Detail For Let -in Verticals Galote Truss Plate Sizes ppropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates, vertical plates overlap, use a to that covers the total area of lapped plates to span the web, 2X4 2X4 2X8 T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - End -nail To convert from 'L' to 'T' reinforcing members, J J Provide connections for uplift specified on the engineered truss design. multiply 'T' increase by length <based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails, Maximum allowable 'T' reinforced gable vertical lOd Common (0,148x 3.',min) Nails at 4' o.c, plus length Is 14' from top to bottom chord. 4) nails In the top and bottom chords, 'T' reinforcing member material must match size, Rigid Sheathing Toenalted Nails= specie, and grade of the 'L' reinforcing member, 10d Common (0.148'x3',min) Toenails at 4' o.c, plus elp Length Increase w/ 'T' Brace4Nails (4) toenails In the top and bottom chords. T' Relnf. 'T' T' This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind toad, Member 2x4 30 ASCE 7-05 Gable Detail Drawings Example 2x6 20 % A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Malts A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP R3 4' o.c, A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENCIOi014, A20015ENC101014, A20015END1OIOI4, A200 l 'T' Brace Increase (from Above) = 307 = 1.30 A11530ENC101014, A12030£NC101014, A14030ENC101014, 101 (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030ENDIDI I 14j Maximum 'T' Reinforced Gable Vertical Length S11535ENC100815, 512025ENC100815, 514035ENC1 1,30 x 8' 7' = 11' 2' S18015ENC1OO815, S20015ENC10O815, S20015E 0 ~•aft S11530ENC100815, S12030ENC100815, S14030 1 0 + 4 Nails S1803OENC100815, S20030ENC100815, S200 ND1O0 S2 PED1 815 Ceiling See appropriate Alpine gable detail for maxim unr 1 orcz( gab t t le g + a ewWANMNCix READ AND FOLLOW ALL MOTES ON THIS DRAWINGI W '# if PS IMPORTANT- FURNISH TMS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. R E f LET -IN V E R T Trusses require extre,x care In fabricating, herMting, shipping, 8nsta1liep and bracing. Refer goad # follow the latest edition of SCSI (a,adhg Component Safety Information, by TPl and SBCA) for snotty LATE 10/01/14 practices prior to performing these function. Installers shalt p-Ide tenparary bracbsg per BC I i. *' fATI Unless noted othereise, top chord shalt have property attached structural sheotYing and bottom 4 shalt have a property attached raid ce0.hg. Locations shown far pernament lateral restraint of , *, ?+ ," ,+ D R W G G B L L E T I N 10 i 4 shall haul brace Installed sper above and on the J or Bit, as applicable.lnoApply dates to each foS. ,fJ } : + II ijL,1{UIr_J' O of truss and position as shown above and on tM .lokut Details, unless noted otherwise. AAA ~4 i' ' • Refer to drawings 160A-2 for standard plate positions. Alpine, a division of ITV "ding Components Group Inc shall not be responsible for any devtation fr AN1TWCAMPAINYthisdmMrQ, any failure to build the truss In conformance with NISI/TPI 1, or far Fandiing, :hppng, rf til/i MAX, TOT, LI). 60 PSF st-a-Von i bracing of trusses. l 1 t'L AsentanthisdrawiqorcoverpageUstinpthisdrawing, indicates acceptance of professWal 13723°, Rwerpol%On,e sign shown The suft.Iy and. of this drawing tiki} to 0 278 DUR. FAC. ANY s, ite',zoo for any structure x tse r:apo„srauty of true e„Rdr+n nester per iwsl>-rr1 1 secz. # 05i 18/2fiJ 1 k3 r- Mayiantl)heigMstMO,63043 far more Information see this job's general notes page and thew web sttes,w. MAX. SPACING 24,0' ALPIW, wwalphWtw,caA/ TPIL wwwApinst.orgl SBCX wwwAr .sbchdustr g) ICO wwwAccsafe.org Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or- 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or+ 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 n-. tan ..b. f.n...i c...,..d ta. u___ u o__i_ 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) Ix4 'L' Brace Is 2x4 'L' Brace is 2) 2x4 'L' Brace 1) 2x6 'L' Brace is 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B S F 1 #2 0) U 1- 3 3' $'' 5' 9' 6' 2' 7' 8' i' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' HF Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' O Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' Ill 1' 14' 0' 14' 0' 1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' J S P 2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 1 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' d r Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, li- 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' il' 9' 8' 10' 4' 13, 1' 14' 0' U 1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13, 11' 14' 0' 14' 0' 14' 0' S P I 3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' U F Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14, 0' 14' 0' 14' 0' O Standard 4' 2' S' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10' 10' 12' 8' 13' T 14' 0' 14' 0' 1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P 2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14, 0' 14' 0' 0) D P L 3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Stud 4' 4' 6' 5' 6' 10, 8' 6' 9' i' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, ill 10, 014'0' 14' 0' 14' 0' 1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12, 1' 14, 0' 14' 0' 14' 0' d S P P 3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' U H P Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' O f I Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' X 1 5' 1' 8' 5' 8' 9' ill 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' S P 2 4' 10, 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 10' 1 9' 8' 10' F-T 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' D P L Stud 4' 9' 7' 4' 7' 10' 1 9' 8' 10, i' 11, 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 4' 7' 1 6' 6' 6' il' 1 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' About Ile Truss Diagonal brace option - vertical length may be T doubled when diagonal 18• brace is used. Connect diagonal brace for 600# I L• et each end. Max web Brace ftotallengthIs14'. 2x6 DF-L #2 or better diagonal Vertical length shown j 151*45'( as brace) single 81 8' p • , In table above, 4 or double cut K shown) at L 1 upper end. on uous . Ing Connect dlagonn at e' midpoint of vertical web. Refer to chart ab a oil ma a e' Yer Ca er wwWARfUNGIws READ AND FOLLOW ALL WMS ON THIS DRAWD0 ' wwDIPURTMRew f11101M THIS DRAWING TO ALL CONTRACTIRS INCLUDING THE DISTALLM Trusses require extreme care M fabricating, handing, shipping, Installing and bracing. Refer to Afoil.. the latest edition of SCSI (Budding Component Safety Information, by TPI and SSCA) far safes practices prior to Performing these functlons. Installers shall provide temporary bracMp per RIC fp Llnl.sz noted otherwise, top child shall have properly attached st,-t-.1 sheathing and bottom tie"'1 Q shalt have a property attached rigid ceding. Locations shown far permanent lateral restraht of 11,11 hove bracing Installed per SCSI sections B3, 97 or BID, as applicable. Apply ptotes to sadf fnc of truss and position as shown above and on the Joint Details, vaess noted otherwise. +' g p*, % f'+ft "' AN RWc Refer to drawngs 16OA-2 for standard plate positlons. lids iPa a division of tTW Bfstding Conponents Grip Inc, shall net be responsiblefor y deviation fro+ sip, any failure to build the truss In confornance with ANSI/TPI L or far handling, shipping, q 4! +1.., 4' j,iAwwt 0' " X e,pl installation s bracing of trusses. 11 13723, Riverpartt Dm Suit, 200 A seal on this drawing at, cover Page listing this drawing, indicates acceptance profest4onai erg. trig responsibility solely for the design shown. jrultobdlty hid use of this drawingforanystructereIsther'wsporsbiULy of the Building Designer per ANSLTPI 1 Sec2 f flf fj// je.. *w' ',C i" wlpj A 0 1 Maryland+. He)ghts.t MO163043 For name Information see this ,Lob's general notes page and these web sites, 1f1 41miolto ALPIW- eww.alpi neitw.com) TPI, w.w.tpinst.org) SBCAM wwe.sbcindustry.orgi IM www7ccsafeorg 7k 05,`11$?201 S Bracing Group Species and Grades - Group A; S ruce_-Pine-Fir Hem -Fir 1 / # 2 Standard 1 #2 1 Stud 3 i Stud 1 #3 jSt.rdard Dou ins Flr-torch Southern Pinewww 3 # 3 Stud Stud Standard Stnndnrd Group B: Hem - Fir 1 & Btr 1 Do u ins FIr-Lurch Southern Plnewww 7 # 1 2 # 2 ix4 Braces shalt be SRB (Stress -Rated Board). wwfor 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rad( Gable Truss Detail Notes: Wind Load deflection criterion is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach ' L' braces with 10d (0.128'x3.0' mIN nails. ilE For Q) 'L' brace, space nalis at 2' o.c. In 18' end zones and 4' o.c. between zones. il( Wor (2) 'L' braces space malls at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of BOY of web member length. Gable Vertical Plate Sizes Vertical Len th No Splice Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. Less than 4' 0' 2X3 Greater than 4' 0, but less than 11' 6' 3X4 TOT, LD, 60 PSF SPACING 24.0' EF ASCE7-10-GAB16015 ATE 10/01/14 RWG A16015ENC101014 CLR Reinforcing Member Substitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. \ Is specified on a truss design but an alternative web L_-Rein forcement; 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-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type, Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf, Scab Reinf. 2x3 or 2x4 I row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 I row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4OK) 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6()K) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's seated design. NO Center scab on wide face of web, Apply (1) scab to each face of web. Apply to either side of web narrow face. Attach with 10d (0.128x3.01,min) nails at 6' o.c. Reinforcing member is a minimum 80'/. of web member length, Scab Reinforcement: Apply scab(s) to wide face of web, No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum SO/ of web member length, 0 _ if *. *A Scab T-Reinf. L-Reinf. VREAD NO FMJ-Uv ALL tOMS w TM MVDxa a Twr Ftnw#I TIDS wAwm Ta ALL cwTRAcTa2S DiCLvam Tw DISTALLERS. + ; PSF REF CLR S u b s t. Trusses regAre ewtrene care In fabr4catinp, tia duno, rq, InstalUrfg ores brncinp, Reim I PSF DATE 10/C1/14 followthelatesttdtronofSCSI (9uRdno C-porrnt Safety Irtfo tlor, by TPi and S.) for > C D etY ; p— tic s prim to perfarr*V these functions. Installers shalt provide temporary bracino per Li D less mated ott—lst, tap chard sioll have properly attached structvxl sheatt*v and ba: a T Sif o PSF DRWG $RCLBSUB1014 shallhaveaproperlyattachedrgMcelft. Locatlons shown for permanent lateral restrnlnt s sha{ t have broctq installed per BCSI sections R3, 97 or B10, as applicable. Apply plates to each ce O Of truss and postl4m as sham above and on the _k*t Dttats, unless rested otherwtse. c' QRtfer to dro 360A-2 for standard plate positions. 'x"' f"'y` r PSF Alper, a dvlsbn of IN &Adnp Conponmts rroup 1— shall rot be resparsUe for any devWtbn eD jj l i fs+ ' AN tiN+GOMMPtY Oft m,awrg, any failure to buAd the truss In conformance elth ANSI/TPI 1, or for harotft, sYlppnp, *w+ ss* LD, PSF stauatmn t bradnfl of trusses. •.w,asxs A seal on this drawing or cover pope listt,p this drawi,p, Indcates acmpta of professional t ^} t 13T23\Rv ,porri ary respor, Rity sorely for the deswn shown The suftab Uly, and use of this drsft '+ [`Qi ft DUR, FAC. SOl200 or any stru[Arc is tM resporri#1ty of the D.Rdnp Desgr— per AMSLIM 1 Stc2 i Ltaryiandl Heghts;, MO, 63043 for more lrformatlon set this jobs general antes paps anal these web sitesites,,{p SPACING AUnWE www.alpb,tltsconi TPI, ewetpinst.orpl SW* wew.sbcirdustryoro) ICGww k—f—S, 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 plates) in truss members using the the slot farthest from the joint line, nail type specified below to increase the lateral resistance of the connector plates) 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 1 Nail replaces 2 teeth Nail Type 0131' x 1.5' Box or Gun Nail 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 112' from the design position shown on the truss design drawing. This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with (umber oriented horizontally 3x2 and 4x2). Line S 40 Typical Joint Configurations. This es T t figuration. This Detail Is Applicable Onl On intsr" he T ec & Pt e Has Been Offset No More Than 1/2' From e Dlsi t O& Th Truss Design Drawing, WWARMDIQws READ NO FOLLOW ALL MOTES ON TM DRAVM r DVORTMT— FI Msl TM WAWM6 TO ALL CONTRACTORS IMILUDDl6 THE DKTALLERS. ' ; REF NAIL REINFORCEMENT 7rvzzes regnsre estrere care in fabricating, hantlUng, shipPkq, Imstaiung and brarJng. Refrr to d f f follm the latest edition of HCSI <a,Ldl,g Component Safety Ynformotbn, by TPI and sHCA for safSKy ; •' DATE 10/01/14 practkes prior to Performing these fwcdon. Installers shall provide tee porary bracing per HC a d Ikless noted otherwise, top 0M d shall have property attached structural sheathing and bath & DRWG RE PPL TNLi014 sha14haveapropertyattachedr]Wd ceUkq. Locations shown for permanent lateral restraint of U''0• shallhavebraclnpInstalledperHSIsections23, H7 or HIH, as appLicnble. Apply plates to each fafi L. PO oftruss and osition as shown above and on the Joint Details, unless noted otherwise, R stl*fRefer to drawings16OA-Z for standard plate posltbns. ''e ifsye i+ /" RN ,4` A Alpine, a division of ITW Hus<srg Components Group Irc. shall not be responsple for ony deviation f P't A w y`"/ AN t11MC NY this drawing, any failure to build the truss In conformance with ANSI/TP1 1, or far handhhg, sWPPI+p, "r+rjl, ` s "+ wawa>+• ' AV tatlatio nLiwradrpoftrusses. Pr A seat on this drawkng or cover page Ostkp this drawing, Mcates acceptance of professional d )I i 137231P5 , port.Drove responaf My so4ly for the design shown, The wltw Any and use of this 4ww41g li •/ +0 Su e. 2,00 ar arty StrucGare is the respannsMLKy of the bultal ng Designer per ANSI/TPI 1 Sec2, ,,ti t f• Aafy4afl0F#eighi5.1 iu?3163G43 For nor* lnF r tlon see this job's general notes page and these web sites- "wool ALPMr www,alpinNtw, co t TPI, wee.tpnstcrg, SHCA, w bcindustry.org, Ica we*accsaf*.are -705i IS 8 I VALLEY FRAMING & BRACING DETAIL I R BG t/2 01 Lumber Size and Grade Minumum Requirements TRUSS , TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE am CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. ce the crippes for each row starting from the valleys or sleepers working inward to the ridge board so that cripple locations are gered between rows. Typ) lnnection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to ridge 416d toe -nails Cripple to rafter 416d toe -nails 816d face -nails Rafter to sleeper or blocking 516d toe -nails Rafter to two 2x6 sleepers 416d toe -nails Sleeper to truss 416d toe-naits Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 416d toe -nails Purlin to (Typ) 3 16d toe -nails Truss to blocking 416d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails rei la to Harlin 4 16d foe -nail, '.. JYALCV 44 V.L. '"' _ — ""-" «YY -, (NOT REQUIRED IF SLEEPERS ARE USED) 13. NO Collar beam to rafter 416d toe -nails GENERAL NOTES CRIPPLE BRACING Sl BLOCKING NOTES NOTE: 16d (0.162"x3.5") COMMON NAILS Purlins required 2'-0" O.C. in absence of plywood sheathing. -2x4 continuous lateral restraint (CLR) min. is required for cripples 5'-0" to 10'-0" Iong Trusses without sheathing applied must be evaluated accordingly, nailed w/ 2 -10d (0.148"x3"T ) nails. Or 2x4'' or scab reinforcement nailed to fiat edge Purlins should overlap sheathing one truss spacing minimum. of cripple with i00 0.128"x1l)") nails at 6" o.c. 'T' or scab must be 90% of cripple length. in cases that this is impractical, overlap sheathing a minimum Cripples over 10'-0 tong requre two CLR's or both faces wf "T" or scab. Use stress of 6", and nail upwards through sheathing into purlin with a graded lumber 3 box or common nails. minimum of 8-8d (0.131"x2.6") common wire nails. -,Narrow edge of cripple can face ridge or rafter, Effects of not providing sheathing below a valley set as long as the proper number of nails are must be evaluated by the building designer. installed into ridge board This drawing applies to valleys with the following conditions: - Install blocking under rafter if sleepers are not used. between heels) 40'-0" or less -Install blocking under cripples if cripples fall betweenSpans (distance bet Maximum valley height. 1 heel lower truss top chords and lateral bracing is not used. Apply all nailing in accordance to current NDS requiremMaximummeanroofheight: 30 feet Nails + Nails are common wire nails unless noted otherwise ASCE 7-05,140 mph, Enclosed, Cat 11, Exp 8,1=1.0, Kzt=1,0 Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp D, Kzt=1.0 0 I • A) j(B) (*) WARPCNCl- PIAD AND raLLUV N.J. Nags ON THIS DRAWM $ • W#KW#NTe FLWJCSR THIS MAVIiG TO ALL t]7riRAC 5M DtCt11ItNG PC INSTMAJMr.. + Trusses Au h fabNcatYq. Mnd1Y p, Wfdt S TC I,i. 20j 30 40 54 REF VALLEY FRAMING mq a,rb-em care sHppMp, w,:ta lr and OrorJnp s,'o,,t Salo. v. m:.st.dnon of sCSI cluiatnp Coryon.ns Softy Lfornatwn, by TPI and S>tw fapa"'rtl• to these fun instatte TC DL 10 20 7 7 DATE 10/01/14 j l practices prior perrfarnep %Wm shaU provide tenp*ra y brachp PCs 1csL Wsess noted oth. ft., top chord shell have pnoparly attached structural st..V*V and b.13— O,nw shalt tZe a property attached rMpM GeiMp. LocnLons shown for pevtment iaterol rsstfah1 jrF stwU have bractq hstatted per iCSl as Vt 33, 17 or 110, u sppticalAc Apply plates to f truss and as Shoen above and an the Jaht Details, unless nated ath ..W. , STATE Ob i BC DL OI 0 0 0 BC LL {3 {.} 0 C1 DRWG VACNVl$flifl15 L U 11 ti 11" 1111U II posrUon Reiss to d vwi ps L60A-2 for standard plate P +s• r' {'A aas,••• + ' V AN ITWODMPiANY n dMO- of ITV I 4kV C*.panents croup v,c. shalt not be respanswe far a,ty deviatia j' ass daerw, any fazure to bRd the tr as inconf r ur Wth MSi/TPI L or for h"ip, hsialintbn .broom ofNA a. A„M.a.•• !': rv TOT. Li3.30 50 47 61 A seal an thls; tlrvsh0 or cay.r- papa Usurp this tlraehp, hdlcntes acceptance of pr^oFtssb fa.•.t ..s.d. +us solely for Uwe deskp txh . Th. ntlabuty and — e ar. dra.ho a r• ty RAdQ D.AQ— t Sac2' I'LLral DUR FA ABOVEc3389LakehatDavearUGer, ldG 63045 ppp-aDeAPM/M ALMD e...aiPk ft.Xonl M .—totphstorpi SDCb e...sbcV kdtry eee icesaf... j(} %{3j'S— SPACING ATTENTION! sort us anx nmatw T i REFER TO BCSI -BI Iem sat be set va fey N a used T+'ess k sn esaQb, yar 4Tas esy rot ettd Ydtst arr eot*+tor sets b+as flit sew REFER TO D PACK FOR CONNECTION. CJ5 O li TYPICAL 7' SETBACK CORN£RSET LABELING AND SPACING fY a 34'-0" 7 — 8'-8' 23,-4• 1 PLUMB HEEL*'-O" 1'-0 TRU55 I{OD 8A{7(rj(4" FOR PLYMOOO. \\\ i HANGER CHART 4IA& = HTU26 {SiMPSON) i 6 = LUS24 SIMPSON J a = LUS26 (SIMPSON) MM26-2 (SIMPSON) J L = HGUS28-2 ( ) 11 = FiFTUW (SIMPSON) 0 = TH022 (SMPSON) Total Truss Quantity = 164, = PLL448M DROP THIS IS A TRUSS PLACOAW PLAN. ITS WENDED TO AID IN THE INSTA 1ATION OF TRUSSES. ENGN#fAED MISS DRAWPOG5 AND ARt26IEECRRALS SLIPERCEDE THIS DOCIA01T. 6 I-n- 0 WALL HT. BASED ON 9'-4- A.F.i II DUE TO DEFLECTION DIFFERENTIAL SEE STRONGBACK LETTER IN ENC, PACK) FOR MA)MMUM EFFECTIADI SS. WSTALL ST" BEF(Y#E SHMT#4 tS APPM TO TRUSSES 12 6 HEEL STUBBED ADD'L I/2' FOR PLYWOOD I I Second floor TYPICAL RAISED HEEL DETAIL General Notes I)! ayd-dw%*e"wv— W b. OWftd vw d6t w 2) M ' g., is bt sop.m MUS26 t W" aP.>.Itt ae1LL 9) M b— Axig it 2e O.0 uft. ta..ie eded 4) Ps To— Fbb 6ft9e BM -A" .mam.9dioe pw toed 1-6edt6 *.* bt omw d a f tz 11C eaa. am toot to bt ++Pt , d a teases d 2D' bd— —h x-b— ibagbed tbt *.ft . Pis. #k b 6L9-BI * W e09i.d tsootg MEAL ROOF LOADING SCHEDULE TCLL 20 PSF TBCDL PSF C LL ' 7 PSF BCDL 10 PSF TOTAL = 47 PSF DURATION = 1.25 X WAND SPD/TYPE= 150 ENCLOSED BLDG EXPOSURE - C USAGE - REMENTUL CAT 17 WIND IMPORTANCE FACTOR= I UPLIFTS BASED ON= 9.2 PSF DESIGN CRITER FBC 2014 TPI 2007 foray fiem bam cnmpoamv .aa cia dssrga e rye -d r ,F a~. Thex x r,a.,m addi5m>at JPi" pef sm Uc,nom slued i4eeaiota. FLOOR LOADING SC: PSS] FTOLL = 40 TCOL = 10BCDL= 5TOTAL = 55 f ' t I I I i CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE &. to V. WINTER HAVEN FLORIDA 338M PHONE, (BOO) 959-8806 FAY, <86W 294-2488 BUILDER TAYLOR MORRISON HOMO PROJECT:THORNBROOK MODEL TM-19N CCA PROJ/MODEL/ALT 9A6,9A7 / 198S6 02 ALT DESC WxS' COY. LANAI OTC : LOT : 23.4 BLOCK of DESIGNER PAGE A.S. DATE 9 30 2016 3333547R 1 4 "=1' G 201 CITY OF SANFORD BUILDING & FiRE PREVENTION PERMIT APPLICATION D Application No: ! c Documented Construction Value: Job Addr Historic District: Yes NoEl Parcel I : a Residential M Commercial [] Type of ew Addition Alteration Repair Demo Change of Use INI.ove Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: 'title: Phone: Fax: Email: Property Owner information Namte..... Phone: Street: __.._................_ Resident of property? City, State Zip: ..... _... Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: 770 941-5421 x_2058 Street: 6310 MABLETON PARKWAYS SUITE 1000 _ Fax: 774 941.9522 City, State Zip: _MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: ....... Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: .. Address: WARNING TO OWNER, YOUR FAILURE. TO RECORD A NOTICE OF COMMENCF,MENT MAY RE.SUUI` TN YOUR PAVING TWICE. FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT :MUST BE RECORDED AND POSTED ON I T•T.E .TOB 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 he performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must he secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the datc of application and the code in effect as of that date: 51" Editiun (1014) Florida Building Code Revised: June 30, 2015 Permit Application 19 NQfflqL,,: In addition to the requirements of this permit, there inay be additional restrictions applicable to this property that may he 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 foderal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, US 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 haled on the current TCC Valuation Table in ct"fect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT. I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning, Signature of Owner/Agent -13utv- Signature ofNotdrystale of Florida Dato 8 ignaturObf 06K&W/Agentf V-- TONY MAJEEY Print Contractor A I N 7 Zu'r-Kll Signature 000tarf-Swc of Florida /Date Owner/Agent is Personalty Known to Me or Contractor!Agent is Persona nfflh% Produced ID Type of ID Produced ID _ Type of 11) sr( lfnitramttnlu BELOW IS FOR OFFICE USE ONLY Permits Required: Building[:] Electrical [] Mechanical [:] Pluinbing[] Gas[:] Roof D 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 El No APPROVALS: ZONING: COMMENTS: ENGINEERING: of Heads Fire Alarm Permit: Yes[] No [] UTILITIES: WASTE WATER: FIRK BUILDING: Revised: June 30,20(5 Permit Application FIRE INSPECTIONS CITY OF SANFORD 407,562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407,688.5080 Application Number . . , . . 18-00002734 Date 8/21/18 Application pin number , . . 238936 Property Address . . . . . . 588 RED ROSE IN Parcel Number . . . . . . . . 21.19.30.510-0000-2340 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . Property Zoning . . . . . . . PUD Application valuation . . . . 281082 Application desc NOC ON FILE Owner Contractor TAYLOR MORRISON 2600 LAKE LUCINE DR STE 350 MAITLAND FL 32751 407) 489-1475 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 22.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2642.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC, Additional desc . . Phone Access Code 1072370 Permit pin number 1072370 Sub Contractor NORTHWEST PLUMBING Permit Fee 102.00 Issue Date 8/21/18 Valuation . . 0 Expiration Date 2/17/19 Qty Unit Charge Per Extension 17.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 102.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774,0800, Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1068.00 02-CURB CUT/DRIVE - SIF 40.00 01-FIRE IMP-RS 9-2017 383.81 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number 18-00002734 Date 8/21/18 Property Address . . . 588 RED ROSE IN Parcel Number . . . . . 21.19.30.510-0000-2340 Application description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc Phone Access Code 1072370 Permit pin number 1072370 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PL05 PLUMBING FINAL COUNTY OF SEMINOLE IMPACT FEE STATEMENTiµ, STATEMENT NUMBER: 18100005 DATE: June 27, 2018 tBUILDINGAPPLICATION #: 18-10000570 BUILDING PERMIT NUMBER: 18-10000570 UNIT ADDRESS: RED ROSE LANE 588 21-19-30-510-0000-2340 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 588 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.0Q Single Family N/A Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Ingle Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PAR u f 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 if ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNERTOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665.7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE DESCRIPTION AS FURNISHED: Lot 234, THORNBROOKE PHASE 4, as recorded in Plot Book 87, Po<)es 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FORICERTIFIEO TO SET I, R,' P.O.L. a 116 .47' N 5.00, Taylor Morrison of Florida, Inc. is SET N&O 4596 - IOWA AVENUE RIW VARIES) N 89o58'00 " E 40 00' 10 0 , 9 N ON WALL-' 10' LANDSCAPE & I WALL, FENCE ESMT, 26.60' 34. 80' LOT 234 3, PAD 5'xJ 5, a 16ff COV' CONC. 30.0' o TWO STORY RESIDENCE 568 F.F.-2,3.20' COVD, BRICK 5.10' 7 6, 7' 6 BRICK WALK 21.3' 16' BRICK I 25.20 OR, 25.20' L06N 10' UTIL, ESMT ON 5' CONC. WALK AT 89058'00 " E 40. 00' pp\4e SET I.R. R.O.L. 0 116,47' 5,00' O LOT 235 O Q) 5.00* REC. 112" I.R. NO 1.0. RED fi0NE/ LANE 50' UTILITY & ACCESS RIW) TRACT I PROPOSEO = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS PROPOSED ORAINAGE FLOW BUILDING SETBACKS LOT GRAOINO TYPE A FRONT = 25' PROPOSED F.F PER PLANS = 23,2' REAR = 15' SIDE = 5 0' 1=-i1R0PO5E(,1 GRADE PER CONSTRUCTION PLAN SIDE CORNER = 1C' ASSOC, INC. -- -LAND SURVEYORS_ ICICND LCGE.D - 5400 E. COLONIAL DR. ORLANDO, FL. 32507 (407)-277-3232 FAX (407)-658-1436 Ar POL POINT ON LINE NOTES: tIF FIELD Typ. TYPICAL IRON PIP[ P kC POINT BE REVERSE CURVATURENT I. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS ME STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA OakRO OF I R, Ik"', ROD CC POINT OF COMPOUND CURVATUREP.C.C. PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472,027, FLOMOA STATUES MONUMENT R RADIN, AD, COHERE 2, UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED S&AI, THIS SURVEY MAP OR COPIES ARE NOT VA4JO, SET IN REC.RECOVERED e, IIR .1.14 F5% MR. NON -RADIAL W.P.• WITNESS POINT 3, THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHCO TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS PIU101 PO CALC. CALCULATCDURLQI-INQ OR EASEMENTS THAT IN[!; PROPERTY, P.O.C.NFN41T or Co..ENCC.01 PAX PERMANENT REFERENCE MONUMENT C PROVEMENTS HAVE' BEEN LOCATED UNLESS 0771ERWISE SHOWN, No UNDERGROUND IMPROVEMENTS CENTERLINE FF.FINISHED FLOOR ELEVATION 5, THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON By ANY OFTEN ENVY' N&D NA ILSL •BUILDING SETBACK LINE 6, DIMENSIONS SHOWN FOR THE 0CATION OF IMPROVEMENTS HEREON SHOULD NOT BE USCO TO RECONSTRUCT BOUNDARY LINES. R,wi:SMT Rt D_tol)[K 8IF -OF-WAY -VA X. BENCHMARK CASEMENT B.B. •BASE BEARING 7. OCARINOS, ARE BASSO ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (DO.) V AI DRAINAGE 8. ELEVATIONS, It' SHOWN, ARE WED ON NATIONAL GEODETIC DATUM OF 1929, UNLESS OTHERWISE NOTED. 0111E UTILITY 0. CERTIFICATE OF AUTNRIZAIKIN No. 4596. IG: , CIVDC CHAIN LINK FENCE WOOD FENCE CONCRCTE BLOCK SCALE I-- I' - 20 DRAWN BY: S POINT OF CURVATURE POINT - N Of IA!ICCWY NE CRIPTIUN u) CERTIFIED DATE RTHOE No, RADIUS PLOT PLAN 06-05-2018 3619-- W DELTA FORA480ARD FOUNDATIONIELEVS. 08-28-16 5685-18 CHORDCHORD OCAPI O FINALIELEVS, 12-t4-18 NORTH A--% ", ,5 0;1 THIS UU11-Oft;1PROPERTY DOES NOT LIE WITHIN P_ THE 17STAULISHEO 100 YEAR FLOOD PLANE AS PER 'FIRM' T . (KRUSIMEYER, R.C.S, # 4714 ZONE . X" MAP j 12117C 0055 F JA I W. SCOTT, RL,S j# 4801 CITY OF SANFORD BUILDING 8, FIRE PREVENTION PERMIT APPLICATION pplic<ltioll NO: Documented 0),)4t1'LICti011 \',lILIe: S I Work Dialict: 1'Q5 No [TY"' a r c c 1 1): 9- 13 All --------- IfoidenNal 1;flumerciall ED lmleof'Work: NeNNI-11"'Additiolill Alteration RepairElDemol—I Changeorl-, 110,cEl Day"Vion ot%nk: yr Ant F-1 Phn Ronle" Contact Person: Title: Phone: Fax: x: E n i a i 1: Prcop,—,y O-,,vner li-ifornation A;,. State Zip: Conlacor Intrmabot-, Arm- r 021:7 If l!j fi W. State Zip: S: a t I i' oN, 7 yon", mrm ladin: 0alpany 00m, phly". - -- Fax: WN;1q, Wdur: dAw, , I vI,\ IN 1 (; () W6 WI P: A! 40 V 0 1A WF W WH I)") ,%J-(Alr i \N ING 1 " R1 1 (IN INTROVEW's 15 1 () ) (0 it Pv()pj 11 1 N % NOWE (it (AAWIM I \:[A] Nun I vi v( AN!) MAH) (K TM AID sit I id I (Inv I al I wl 1\01 (l no. IV )lq Al I \D I" (w[ %!\ FIN O(INQ WNM I "I 1H WIT I I 'NIHA (IN A EFF(TV lit (AGA)bf; N (K v cd NIMVIWNI W( 1 1-1 'djnlo l z"' to Wqw,ma" 0"50 PMVU 000 mal W W own! munboas apphshk to 05 pmpm> on rm% in, tl".t. p"111: rmords of G, counq an! Mo mt Q allaiml p:mms reqn0d Sm o4w; g1k Implornw! en6nc; IIJ 2, 16% nmagnmy dmwtJ use ap.00N on had"m almoN aaPNI koo I"A ok00TtrawfWa, 7,AmcoNs ckttmuraqmSLOS " it, CIO of SMA00 rquiz; pi, inny 0fa P12" rn an few a " " Pum" S&m" -'\ "D of the rquvy n 15jo to COW= a plan We"- cbry: m! W he c(asonTj &Z commes conmuzoom Nw: Pf the 100 o_ K t t rm;i tsa ayna: Thf amy co\alli 12by" 00 At W1011 WC MOW 13NI InCUMatMechowasModOFOnmmazcovyZviev:=& 02 amm! con"TU10n WON Wi b: apphod to !our P..,.... P" VOW to pomp is AS'nod, OWNEWS .OFF IDAVIT: I certifi; that MI of the foregoing bjforjna[j()-,j iS 1CCU1-.1,'Q 2 n j tll,.,,t 111 Nj(,rj: wi[l he done in compliance "ith A app[icahle jai\ S g'. BE'LOW IS FOR OFFICE USE ONLY Pc: .oily 1"Vred: Li o ma ru cth, a ( A 11 of Bids MA Occup2'cc und: Ur cd, Morw- hirc KpArK, r PL MIN: YW- 4:' 1; _. JI 4AM 1 V71PAn Description of World Addition a,x.x CITY OF SANFORD I3U"ILOING tF. -IR,E. OREVENTION F'FP 4T'APPL:ICATIQN Applic i1oA: N,6: `" Iiocil Tented Canstr ilctioYi°'V lu ; Nr tsttric litrl t! Q 12: sid`eltl +Iu:onrli lercal , Alteration El. Rep#WQ 'peama "baag, rtUse 'Move Puri Roview Contact] erson. _ Title: hone: Q fax. Email. Property Owner Information Name Phone: Street: a Resident -of property? : • City, State Zlpr: . t , Ori r Information Street; F axt StatemZip: State License No.- ArchitectltlEngineor Inf"ormaticitNaine: _ Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company Mortgage Lender: Addrs: Address: „ WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMiENTS TO YOUR PROPERTY. A NOTICE .OF COMME-&CE'tANT MUST BE RECORIiED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECQRDING. YOUR NOTICE OF COMM. ENCFAMNTI . . 1s atc-•f terade-6t s• Ire7rrrrit-t #ee wvrlc-ryd-rererat tltiart fTtl cat'tttrwo lltrti itt`h_•._.. ..... commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction inthisjurisdiction. 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 IM3 Shall be inscribed with the date of application and the code in effect as of that date: 5t4 Edition (2014) Florida Building Code t cv sed l+ c c C 'Q.l Peexnti.Axpptxcauu u M N QTIM fn, addit-ionto the quirenmeril of this permit, there may be additional restrictions applicable to this property that'"'lay be fouo4m,tbefiC, rdoor-001his county, and there maybe additional permits required from other governmental entities such as waterp , management districts, state agencies, or federal agencies. Acceptance qfiper:mit is verification, that I willnotifythe OvVhei of the Property of the requirements of Florida Lion Law, FS 713, rho Qity of Sartk)rd requires payment of plan, rqvidw fee at the, time of perinit.submittal. A copy of the execitted contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the tune of submittal. The actual coastructiori value will be f1gurdd,based on the current WC Valuation Table it, effect at the time the p1drmit'is issued, in 4CCOW '* M l6colil ordinance. Should calculated charges figured off the executed contract exceed the actual coastrudtioli value, oreditwill beappliq4 to yoprper mitf= ,s,whpn 'the -permit is issued. 0162 accurate ' IT ifisndl, ria; work will V - I certiythatallthef6regoircginformationbedonein compliance with .ail 4ppli be-itaw,.regulatio,lconstruction and J 3i 0, tra6tor/ Az6a, ate i;ri-i -01-- dxg-OVSName Conh W,or-Ahent's HMO' 0A, A I Mk' f 1.0— 4 CHERYL D AKERS My COMMISSION # FF998962 F - XPRIFS June 05. 2020 Owmr/Agpnt is PersonallyX . nown to Me, or ContractorlAgent to Mp or Produced ID Type of lb Produced ID Tjpe of ID BELOW is Lv OR, OLI rl 4 ICE USL ONLY Permits, Required: Building[] - Electtl6' al'E] Mechanical Plumbing[J Gas[] Roof El 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: YesF1 No #Of Heads APPROVALS: ZONING," I UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes [ I NoEl WASTE WATER: z vwo Mnw Wtt W— mw. UM t xtrI Iti— U'Fx' tc. ii}&lm 4 —"'fw 1 V x W)o WbEU.— i, U34W MVW- 01tb-n?rz 440^, MR 04", 4. two-, 10- qp"L' m5w Wit- M"'ll Vt' w—t nY Iv, fkv M P, kl+sr*£ AIU— oilm 14 mx tm. xam IIW r u-14 Mow M-ou m Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition k (- r 'A Permit #: jurisdiction: Job Information Builder: Community: Lot: Address: e i e- Unit: City: State: Zip: Duct Leakage Test Results System 1 7 3, 1' cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total Of all systems 73A cfm25 QPrescriptive Method cfr125 (Total) To qualify as "substantially leak free" Can must be less than or equal to 0.04 if air handier unit is installed. If air handler unit is riot installed, Can Total must be less than or equal to O.03. This testing method meets the requirements in accordance with Section R403.3.3, G)O-erformance / ERI Method cfrn25 (Out or Total) To quality using this method, tin must not be greater than the 11 C "A duct I L, nn specified I , F rryi DAO-'-Y-11 -? or Total of all Total Conditioned Pq 4?q -03 7 Qn Leakoge 1'kpe selected on Form Qo specified on Form R405-2014 systems Square Footage R405-201 7 (Energy Ca1c) or R406-201 7 (EnergY Ca1c) or 406-2017 IDOASS FAIL Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Testing Company Company Name: r Phone: I hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Ejuriscliction: a J'aril Permit #: Job Information Builder: L--( (., ( Community: Lot: Address;' C Unit: eA City:u State: Zip: Air Leakage Test ReSURS Passing results must meet either the Performance, Prescriptive, or ERI Method 0 PRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. 0-P, ERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as infiltration, sub -section ACH. ACH(50) specified on Form R405-2017-Energy talc (Performance) or R406-2017 (ERI),, = x 60 — /3 c qgl I = Method for calculating building volume: CFM(50) Building Volume ACH(50) 0 Retrieved from architectural plans PASS E]FAIL 0 Code software calculated F-1 When ACH(50) is less than 3, Mechanical Ventilation 9-held measured and calculated installation must be verified by building department. Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inche w,g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553,993(5) or (7), Florida Statues, 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: I Exterior windows anddoors, 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, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3,InterJor 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. I 6,Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: Phone. I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester:. f License/Certification #: (_A4 4 P Issuing Authority: / V