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890 PARADISE LN - PERMIT RES18-0134 FORM BOARD/ STEMWALL ELEVATION CERTIFICATE DATE PERMIT NUMBER 06/19/2018 RES 18-0134 PROPERTY INFORMATION ADDRESS 890 PARADISE LANE ATLANTIC BEACH, FL 32233 LEGAL DESCRIPTION LOT 15, PARADISE PRESERVE; PB 57, PGS 31-31C; RE#172376-0120 ELEVATIONS REQUIRED FINISHED FLOOR ELEVATION ON CITY APPROVED SITE PLAN & DATUM 10.2 NGVD 1929 ACTUAL ELEVATION OF FORM BOARD, STEMWALL OR GRADE STAKE & DATUM 11.0 NAVD 1988 OR 12.1 NGVD 1929 G _�nN SURVEY COMPANY CONTACT & SIGNATURE �vJ 0- I BOATWRIGHT LAND SURVEYORS, INC - LB 3672 9OP� .�� 1500 ROBERTS DRIVE, JACKSONVILLE CH, FL 32250 SN PHONE: 904-241-8550 SIGNATURE OF SURVEYOR: ' "r bO�JN W.BO `M21GHT, PSM - LS 3295 L) Par4�t(J.e INVOICE # S f City of Atlantic Beach INV-3915 800 Seminole Road Date Due: 5/27/2018 r,j 9Atlantic Beach, FL, 32233 CHRISTOPHER HOMES INC 355 11TH ST ATLANTIC BEACH, FL 32233 Invoice Date:4/27/2018 Record# Record Type Fee Group Fee Description Quantity Amount RES18-0134 RESIDENTIAL BUILDING BUILDING PERMIT 0 $1,131.00 BUILDING PLAN REVIEW BUILDING PLAN CHECK 0 $565.50 PUBLIC UTILITIES CROSS CONNECTION 1 $50.00 SEWER SYSTEM 0.75 $4,050.00 DEVELOPMENT CHARGE WATER METER ONLY 0 $185.00 DOMESTIC WATER SYSTEM 0.75 $1,140.00 DEVELOPMENT IMPACT CHARGE PUBLIC UTILITIES PLAN REVIEW PU REVIEW RESIDENTIAL 0 $50.00 BLDG PUBLIC WORKS PLAN REVIEW PW REVIEW RESIDENTIAL 0 $100.00 BLDG STATE SURCHARGES STATE DBPR SURCHARGE 0 $25.45 STATE DCA SURCHARGE 0 $16.97 ZONING PLAN REVIEW ZONING REVIEW SINGLE 0 $50.00 AND TWO FAMILY USES $7,363.92 Invoice Total:$7,363.92 Please send your payment to this address: 00, .g Printed:Friday,April 27,2018 9:35 AM 1 of 1 mars CITY OF ATLANTIC BEACH .. ,, 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 " Jill INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0134 Description: new single-family home Estimated Value: 316508.15 Issue Date: 5/16/2018 Expiration Date: 11/12/2018 PROPERTY ADDRESS: Address: 890 PARADISE LN RE Number: 172376 0120 PROPERTY OWNER: Name: BOB CHRIS LLC Address: 355 11TH ST ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: CHRISTOPHER HOMES INC Address: 355 11TH ST ATLANTIC BEACH, FL 32233 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. 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. *A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. s f Permit • • • City i of Permit Number: RES18-0134 Description: new single-family home Applied:4/6/2018 Approved:4/23/2018 Site Address:890 PARADISE LN Issued:5/16/2018 Finaled: City,State Zip Code:ATLANTIC BEACH,FL 32233 Status: ISSUED Applicant:<NONE> Parent Permit: Owner: BOB CHRIS LLC Parent Project: Contractor:<NONE> Details: LIST OF • • SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 4/10/2018 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Notes:: All concrete drivewayaprons must be 5"thick,4000 psi 4,Ith fiberrriesh from edge of.pavement to the property line.Reinforcing rods or mesh are not allowed1h the right-of-way. (Commercial driveways-.6"thick)." 2 4/10/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: °. Full erosion control measures must be installed and approved prior to beginning any-earth disturbing activities. Contact the Inspection•Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start`of construction. 3 4/10/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes:,. All runoff,must remairron-site during construction. _ 4 4/10/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved,list`(Advanced..Disposal,Realco Recycling,Shapell'il-1nc.,Republic Services,Donovan . Dumpsters). Container,cannot be,placed on City right-of-way. 5 4/10/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full'right-of-way restoration,including sod;is required. Printed:Wednesday, 16 May,2018 1 of 2 IA f,} J r� Permit Conditionsof 6 4/10/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: ` All"runoff must remainlon-site. Cannot�raise lot elevation. 7 4/10/2018 MAXIMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Maximum drivewaywidth within the City,right-of-way is 20'. 8 4/12/2018 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC WORKS Kayle Moore Notes: Avoid damage to underground water and sewer utilities'. Verify vertical'and horizontal location of utilities. Hand dig if necessary. If field coordination is needed-6all 247-5834, a 9 4/12/2018 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes', Ensure all meter boxes,,sewer cleanouts and valve,covers are set to grade and visible. 10 4/12/2018 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes A sewer cleanout must be installed at the property line.' Cleanout must be covered with an RT1 concrete box with metal lid.,Cleanout to be set to grade,andvisible. Printed:Wednesday,16 May,2018 2 of 2 }r City of Atlantic Beach APPLICATION NUMBER Building Department ( ,o be assigned by the Bwlding Departmerit.) 800 Seminole Road S c r 3 Atlantic Beach, Florida 32233-5445 rGv Phone(904)247-5826 • Fax(904)247-5845 U j;,�n�c E-mail: building -dept@coab.us Date routed: 4 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: c 1'�(Gl�l SP L/�_ Department review required Yes No .4„ �Buildin">ra Applicant: WSIDDIqL t D_axe S UIL Planning &Zoning Tree AdmiMs a or Project: — r s Public Utilities Public Safety Fire Services Review fee $ Dept,Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. []Denied. ❑Not applicable (Circle one.) Comments: BUL4�Ga_ PLANNING &ZONING Reviewed by: Date: - TREE ADMIN. Second Review: ❑Approved as revised. ❑Deni d. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach APPLICATION NUMBER: Building Department (To be assigned by'the Building Department:) 800 Seminole Road ry Atlantic Beach, Florida 32233-5445 � S ; Phone(904)247-5826 • Fax(904)247-5845 / I r.G F E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: c o Department review required Yes 'No Buildin __ Applicant: � � iooy th LLC 9 F.aming &Zlori`ng ' .I F k Tree Adminis ra or Project: — r s Public Utilities Public Safety Fire Services R Ive lve ew fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required Date. of Permit Verified By Florida.Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army.Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First-Review: -. rApproved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING L PLA,NN,fN,G &ZONI;N'G Reviewed by: Date: ! i 2-10 TREE ADMIN. Second Review: [—]Approved as revised. ❑Denied. ❑Not.applicable, PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 - City of Atlantic Beach1 � .- APPLICATION NUMBER Building Department E I (To be;assigned by the Building Department.) - y 800 Seminole Road 1 ` { Atlantic Beach, Florida 32233-5445 APR 0 9 2010 (' �S Phone(904)247-5826 • Fax(90 4) ).4�Li-5845 J1,31`' E-mail: building-dept@coab.us �'° Date routed: h City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �Gtrct d l SQ ( _ Department review required Yes No Buildin Applicant:. W- stokL Planning &Zoning Tree Adminis ra or Project: OLU sem, Public Utilities Public Safety Fire Services Review fee $ Dept SignatureT--� Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 1 Florida.Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army.Corps of:Engineers Division of Hotels and Restaurants Division'of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing:Department First Review: Approved.. ❑Denied. ❑Not applicable (Circle one.) Comments: ( I_ BUILDING PIW�S�Db (A 2 I-A QN-�iok . PLANNING &ZONING Reviewed p Date: �. 0440 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC 1N®'RKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 j�yLf,, TCity of Atlantic Beach .r APPLICATION NUMBER r xis Building Departments 7�. � d ;i (To be assigned by the Building Department.) r 800 Seminole Road �Q 1 LS I "76 3f 1 Atlantic Beach, Florida 32233-5445 t— t Xg 09 2010 Phone(904)247-5826 • Fax(904)[247- E-mail: building-dept@coab.us c F y Date routed: City web-site: http://www.coab.use APPLICATION REVIEW AND TRACKING. FORM Property Address: O Department review required Yes No a,r�d.� SQ L�� ' ^ / Buildin Applicant: �,�� tui 4 y Panning &Zoning (� Tree AdmiMs ra or Project: ntu Si A HIM l�tilities;� Public Safety Fire Services Review fee $ , . Dept Signature_. Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPL CATION STATUS Reviewing Department First Review: . Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: I (� II BUILDING V 'plms- o lav9, 4t LaS�V'CtGYI� PLANNING &ZONING Reviewed by: Date: L9 �Z TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUB ORKS Comments: Pf IT€IBES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. [—]Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 "IFFICECOPVuilding Permit Application `=UjdatedLl2/8%17 City of Atlantic Beach Y 800 Seminole Road,Atlantic Beach,FL 32233 APR — 6 2018 Phone:(904)247-5826 Fax:(904)247-5845 Job Address; PlU Dl�e e Permit Number: J u Legal Description L� 15 t r')-fA,-?lhe_ A142-f V_Q_ RE# 37, a0 Valuation of Work(Replacement Cost)$ ar��;Da(7 Heated/Cooled SF Non-Heated/Cooled 793 • Class of Work(Circle one): ew Addition Alteration Repair M;4�7 l Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal -5-�,w -eo y/i//,8 Describe in detail the type of work to be performed: Florida Product Approval# r �ee� A�AryVn1Z f,� for multiple products use product approval form Property Owner Information Name: 0�9 Chrih yI,C. Cckr,,s N Address: City v State 'L Zip 13723-5 Phone goy 3u9 ZSd3 E-Mail i 4t• OAAe6 Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company: f15 kD ��( }-�VoAes Qualifying Agent: "Inerfhow Address I,,,d l y City "AN�-C, State Et— zip 3711-33 Office Phone Job Site/Contact Number CH(i^ jig-q- 3q9-,2w- State Certification/Registration# Cj6c 0-57/70 E-Mail (,vim Architect Name&Phone# Engineer's Name&Phone# G 6 0 Workers Compensation 44 (a, xempt surer/Lease Employees/Expiration Date 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 the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS,FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,et NOTICE:In addition tD th req i ern n•s of t - srralt;there may be additional restricfiion appiicab9e to this pro arty,•hat may be a nd i the pubdic records of this eo ty n her fna be addtionad permits re aired from other overnmental en titles such s water mono ement districts,sta•e agenere o� ede '.a envies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDI YOUR TICE OF COMMENCEMENT. (Signature of Owner or Agent) (Signature of Contractor) (including contractor) Signed and sworn to(or affirmed)before me this A day of Signed and sworn to(or affirmed)before me this (, day of '% by CA f L&m b�-k-:co.7 f. _,';)LOISby Chri 5��►,Sum�0>7 + attire f Nota ) .'aP,vHy�t _ � / JENNIFERJOHN=N ersonally Known OR i �� :r JENNIFER JN#GG0N 44 y ?g'' S MYCOMMISSIONNGG042964 MY COMMISSION�IGG042994 [ ersonall Known OR [ ]Produced Identification:• Pd EXPIRES:October 27,2020 [ ]Produced Identification '+7't'g'; EXPIRES:October 27.2020 Type of Identification: `'+FBF€��.••' Banded TtuuNotarvPubficlJrtderwritere Type of Identification: .• Bwded1bruNotwyPub9cUedetwtltets uFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes:6"Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2),2y7/ Non-Habitable Space (ft') LAND INFORMATION: Zoning District P or) Flood Zone")( " Sh � Minimum FFE /C. A W6-VID q . G /VAVO) BUILDING INFORMATION: Construction Type 1l Occupancy Group S f-O rr )( Number of Stories-(;)- Max torieso2Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: d. a pcT finnya/ Ckanc.', od- nc,�001 90'z-uwj Rev. 2.7.2018 ., City of Atlantic Beach s PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, FL 32233 <y`Y (904)247-SB34 NEW WATER/SEWER TAP REQUEST Date '7- — Project Address _ c�9 C� (7 (2140 _ CH-1�(Z7 Number of Units l Commercial Residential Multi-Family New Water Tap(s)&Meter(s) Meter Size(s) ®c New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITYSTAFF USE ONLY Application# 0 I , Water System Development Charge $ ( c4 0. Uy Sewer System Development Charge $ Q 0 5� UCS Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ 50 0 Other $ TOTAL $ C12 5_1 o1 (Notes) APPROVED Kayle Moore, P.E. �C"' ' Date tllf Z I P Public Utilities Director or Authorized Signature tj ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED TO: Scott Williams, Director City of Atlantic Beach,Public Works FROM: Chris Lambertson Christopher Homes, Inc DATE: April 3,2018 SUBJECT: Construction Site Management Plan and Erosion& Sediment Control Plan 51 Donner Street,Atlantic Beach, FL 1) Parking will be on site as noted on the Construction Site Management Plan (CSMP). 2) There will not be a construction trailer on this site. The unloading and loading area and material storage are identified on CSMP. 3) Location of chemical toilet is identified on CSMP and will be located on owner's property with door facing construction project. 4) Dumpster location is on CSMP and an approved dumpster company will be used. 5) Traffic control pattern is shown on the plan with entrance to property. Adequate parking is available on site. 6) The site will be cleaned and picked up for all debris including construction material and all other trash regularly. 7) Erosion and Sediment Control will be maintained throughout construction. There will be a silt fence on the sides and rear of the property. Inspection by Public.Works of erosion and sediment control will be done prior to commencing work. All siltation will remain on-site during construction. All run off will remain on site during construction. 8) If city inlet falls within driveway, owner will adjust top of inlet at owner's cost. 9) Drainage and Retention plan—This is not required in this neighborhood. 10) Concrete driveway will be 5 inches thick with fiber mesh from edge of pavement to property line(in right of way). Reinforcing rods or metal mesh will not be placed in city ROW. 11) Right of way will be restored to its original condition, 12) A preconstruction survey will be provided with spot elevations and submitted with permit application for construction of home (prior to any disturbing of the earth) �fl OFFICE COPY PRODUCTAPPROVALINFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA Project Name: � 'c` 15 Y IVNO"yti ��'� - Permit # RES Project Address: qRo �gfy- ;-Z L-4-ve As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.iloridabuildin .or,)..,. . Category/Subcategory,, . Manufacturer Product Descr=iption Limitation of Use State# Local# A.EXTERIOR DOORS. 1. Swingingfpm 10f. `foo 953. 2. Sliding cN1y �tiO Jt332 M 3. Sectional 4. Roll up 5. Automatic C 14 M fnod. 22-5'0 F'LISo/L, 6. Other B. WINDOWS 1. e Sin lhima Single b M D Serle I'L 17676,1 2. Horizontal slider 3': Casement' 4. Double hung 5.Fixed 6. Awning 7. Pass-through 8. Projected 9.Mullion 10.Wirid breaker 1.1.Dual action 12. Other Category/Subcategory Manufacturer Product Description Limitation of Use I State# 'Local# C.PANEL WALL, 1. Siding 51 A5 .j_ L4 p ! 1 2 2. Soffits 3.EIFS 4. Storefronts 5. Curtain walls 6.Wall louvers 7. Glass block 8.Membrane 0..Greenhous'e .1.0. Synthetic stucco 1.1. Other -4v a D.ROOFING PRODUCTS 1.Asphalt shingles 2. Underlayments � 5 � 1trC 1 5 h 4�� 3.Roofing fasteners. 4.Nonstructural metal roof 5. Built-up roofing... . .. 6.Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate j 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof . 17. Other - Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS. . 1. Accordion 2. Bahama 3. Storm panels 4.Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL _ COMPONENTS 1. Wood connector/anchor 2. Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material' 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other .. - G. SKYLIGIHTS 1: Skylight 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local!# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. . In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) (Signature) Company Name: ? /'1r 1111- Mailing Address: ] h �7 11 �A Cj SLC P City: v 6eA Uk State: Zip Code: ,9ol,3 Telephone Number: Fax Number: ( ) Cell Phone Number: ( ) E-mail Address: ��l(� ��Uk e5 (� OFFICE COPY FORM 8405-20,17 FLORIDA ENERGYEFFICIENCY CODE FOR BUILDING -CONSTRUCTION Florida Department of Business and,Professionaf Regulation - Residential Performance Method Projec'Name: Resil ence-'Lot 15 Paradise Builder Name: Siltbet' Lot 15-Paradise Permit Office: Atlantic Beach City,State,Zip: -Atlantic Beach,FL, Permit Number: Owner?, Jurisdiction:- 261100 Design Location: FL,MAYPORT NS County*: Duval(Florida Climate Zone"2 1. New.construction orkisting New(From Plans) 9. Wall Types(3132.7 soft.) -Insulation. Area' 2. Single family or multiple family Single-family a.:Frame-Wood.Exterior _R=10.0 271-0.70 fl? b.Frame-Wood;-Adjacent 'R=;19.0- 422.00 ft2 3. Number ofuhits,if multiple-family I c.N/A R= ft.2 4. Number of Bedrooms 4 dl NIA R= ft2 10.Ceiling Types_(1399.0 soft.), Insulation Area 5. 19-this.13-Worst case? No ing ai Under-Attic(Vented) R=30bQ: 1399.012 Conditioned floor areaa4ove grade(W) 2471 oo NIA R= f2 2 Cohditicfned floor area below grade(ft2) 0 c'.N/A R= ft2 11.Ducts R ft2 7. Windows(358.8. sqft.): Description Area a.Sup:Attic,Ret-Attic,-AH:Garage: 6 141.31 a.-, UFadtor. Dbl,U=0.30 358.75 ft2 b.Sup' Attic..,Ret'Attic,AH,2hd Floor 6 179.92 SHGC: SHGC=0.28 b. U-;Factor. N/A ft2 12.CQoIIn__q systems k8tu)hr Effi6i6ncy SHGC: a'.,Central:Unit 218 SEER:14.00. b.Central Unit 23:8` SEER.14.00 c. UmFactor. N/A ft2 SHGC: 13.Hedting'systerns kBtuthr Efficiency d. UmFactor- WA ft2 a-.Electric'Heat Purnp22.8 HSPF;8.20 SHGC: b:EledtHc!Hd;§tPUmb 2218 1HSPFA.20: A(64W. dghted AVera 6 OV&rhang Depth: 4:054 ft. Area Weighted Average SHGC: 0.286 1_4. Hot water systems 8. iFloor-Types (2471,0-sqft,) Insulation. Area a.Electric Cap:50 gallons EF:.-O.020 a.Slab-On-Grade EdgPinsdation :R=0.0 1087.00 ftz b. Coftservatiioh-features b.Flo, or Over Other Space R=00 1072.00 ft2 None ce other,' 6 . - I ta!lsy. 312.00 ft2 5-Crediff P§tbt Total PrODC66d Modified Loads: 68-.07 Glass/Floor Area: 0145 Total Baseline Loads: 73.50: PASS I here 14E ST _by certify that tile plans and covered by Rgvi6W of_ft 010hs and this calculation'are in compliance with 1he Florida Energy, specifications covered-by this 0 Code. -calculation indicates compliance Ryan B.Efils With'thb Florida Energy Code; PREPARED BY.- Before coniiru6fion-is completed DATE: 415/118, this building will be inspected for compliance With Section.551908 I herelqy4certify that this:building,as designed,-is in compliance- Florida Statutes, With the Florida Energy Cod M. OWNERIAGENT-_ BUILDING OFFICIAL: Av_ DATE' DATE: - Compliance:reqiJifds certificaiticinby the air handler unit manufacturer that the Air handler eiriclosure qualifies as certitiedi'factory-sealed in accordance.with R403.3.2.1. -Compliance requites an Air Rarrievand,Insulation Inspection Checklist in,accordance with,11402.4.11A and this project requires - an en ,leakage no greafe"r 7.00 ACH50.,(R402.4.1.2)., 4/5/201811,04AM Eher§yGauge($i USA-AaRes2_017 Section R405.4.1 Compliant Software Page 1.of 5 FORM'R405-20.17 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida,aepartment,of Business,and Profess tionafRAegqlat.ion Simulated'Performance Alternative (Performance),06thod- Applications fbr°cornpliance with the 2017 Florida Building Code;,Energy Conservation via the residential simulated Performance Method shall lnOude 0 This chercklist El A Form R4105 rerportlhai documents.that the Proposed Desigo complies with.-section 8405.3 of the.Florida,Energy Code. This form shall include:a summary page indicating home address, e- e.pass or all status summary ratio and"th-- - 0- f, areas and types of components, whether the home was simulateffas a worst-case -orientation, name and VerSion'of the compliance software 001, name of individual comPlefing1he compliance report.Pone page) and an input summary checklist that can 650sod:torfield verification (usually-four pago 171aybegreate 0 Energy Performance:Level(EPL)Display. Card(one page) El HVAC system sizing:and selection based on ACCA Manual-S or' per exceptions provid6din Sedfion 84617 0 Mandatory-Requirements(t1ve.pag&s) Required pr orto CO tot the.Perforinahce Method: 0 At_r--B6fti&P-and Insulation Inspection Component-Criteria-checklist(-rlable,R462'4.1.1- one page) 0 A,completed Envelope:Leakage Test Report(usually one,page) 0 If Form R405 duct leakage.type indicates anything otherthan "default leakage", thena completed Form R405 Duct Leakage Test-Report(usually one page)l .4512bia 11�0414 AM !En0gyqqq4.qQD.m USRCSB V6-;O Page;l Of 1 FORM R405-2017 PROJECT Ttle... Residence,Lot-15 Paradise Bedrooms: 4 Addres&Type: Street Address .Building Type: User Conditioned Area: 2471 Lot# Owner Niffie'r Total Stories: 2 #of Units: 1 Worst Case: No PlatBock: .Builder Name: Rotate Angle: 01 :Street* Lot-15 Paradise Permit Office:, Atlantic Beach Cross Ventilation: County: Duval Jurisdiction;ction: M 100 Whole:House Fan: City;State,Zip: Atlantic Beach, Family-Type*, Single family' FL New/Ex,i w- -sting: Ne (From-Plans) Comment: CLIMATE Design Temp Int Design Temp Heating: Design Daily.Temp V/ Design Location- TMY Site 97.5'% 2.5% Winter Summer Degree Days Moisture Range FL,MAYPORT–N8 FL–MAYPOWrKs- 89 06 70 76 1037 61 Medium. BLOCKS Number Name Area Volume 1. Block! 1097 16870 2 Block2 1384 13286.4 SPACES -113 'Heated 'Kitchen Occupari Bedrooms 'Number Name Area Voturnp Infil, Finished. Cooled; I 1st Floor 1087 10870. Yes 1 0 1 Yes Yes Yes' 2 .2rfd Floor 1384 13286.4 No 4 4 1- Yes Yes Yes FLOORS Floor.Type Space. Perimeter Perimeter,R-Value Area Joist WValue. Tile Wood: Carpet Slaib-On-Grache Edge Insulation: isfFloor 194.1 ft 0 1087 ft? — 6 0 1 2Raised Floor 2nd Flobr 35 ft2 13 0 0 1 3 Floor,over Garage 2nd Floor 277 ftF 13 0 0 1 4 Floor Over Other Space 2nd Floor f072 ft' 0 0 0 1 ROOF Rbof Gable Rodf Solu SA Emitt Ernitt Deck Pitch # Type Materials Area Area Color Absor. Tested. Tested finsul. (deg) 1 Hip Composition shingles 1620-ft2 0-ft2 Medium 0.6 No 0.3 No 0 30.3 ATTIC # Type Venfiiation Vent Ratio(1 In) Area RBS. I-RCC .1 Full attic Vented 300 13.9191ft2 N N 4/6/2018.11:04 1:o4 AM EnergGaugeg.USA-FlaRes201I Section R405.4.1 Compliant li-ant Software Page 2 1 of.Z Z FORM-R405-2017 CEILING g -Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) 1st Floor, 30 Blown 15 ft2 0.11 wood 21 Under Attic(-Vented) 26d Floor 30 Blown 1384'"ft? 0.11 Wood; WALLS Adjacent Cavity: 'Width Height Sheathing Framing Solar Below - . - Space _ - .._ -. .o Ype 1 E Exterior Frame--Wood1st Floor` 19' 15:5 10 155.6ft? 0.05: 0:170000 io 21 N Exterior frame:-_Wood 1st Floor 19 41-.7 10 4170ft2 0:05. 0:170000 0 3± W Exterior Frame-Wood 1st Floor 19 17:8 1.0 178.-MV 0:05, 0.170000. 0 4 W Exterior Frame-Wood 1st Floor' 19 17:9 10 179:0 ftz `0.05 0..170000. 0 5' S Exterior Frame-Wood 1st Floor 19' 19 10 190.0ftF' 0.05 0.170000 0 fi E Garage Frame-Wood 1st Floor 19 %8 10. 198.0 ft2 1U5, 0.170000. 0. 7 S Garage frame-Wood 1st Floor 19' 22:4 10 224.d,ft 0.05. 0:170000: 0 8' E Exterior Frame-Wood 2hd'Flo6r 19` 37.2 9.6 357.1.121 0.05 0:770000 0 9; N Exterior Frame-Wood 2nd Floor 19 45.7 9.6 438.7#t2, 0.05 0:170000 0 10 W Exterior Frame"-:Wood 2nd Floor 19 37-.2 9:6 357.1'ft2 Os05' 0'170000 0: 11, S Exterior Frame-Wood 2nd Floor 19 4.5.7 46 438.7"ftZ 0AS 0.170000: 0 DOORS # Ornt Door"Type Space Storms U=Value Width' Height, Area Ft In Ft 1n. 1 E Wood 1st'Floor None i46 3 8 24ft2 2 $ Wood 1stfidor <None -:46 3 8 24'ft? WINDOWS Orientation shown is the entered,Proposed-,orientation. / Wail Overhang V 4 Ornt ID Frame Panes NFRC U-Factor SHGC :Imp Area Depth Separation IntShade Screening" 1 E 1 Vinyl'. Low-E Double Yes 0 3 0:28 N 36.0,W 8.6 ft0 in 1 ft in None None 2 N 2 Vinyl! Low-E Double' Yes 03 0:28 N 18.8 ft? 1.3 ft O in 122ft 61 None None 3 W 3 Vioyf_; Low,-E Double Yes 0 3 028 N' 3QtO.12 10.5 ft,01 1 ft in None None 4 W 3 Vinyl: LoW-E Double Yes 0:3 0:28 N 48`0 ft? 10.5 kb 1'ft0 in None None '5 W 4 Vinyl: .Low=E Double Yes 0'3 0.28 N 30.Qft2 1'ft 4 in. 12.2 ft 01 ;None None -6 W 4 Vinyl Low--E Double Yes 0:3 0.28 N 8.0F 1 ft 4 in 12.2 ft.0 r None None 7 E 8 Vinyl; Low-E Double Yes -0-3 0:28 N 45.0 ftz` 1 ft 44in: 2 ft-O in 'Mone None 8 E 8 Vinyl! LoW=E'Double Yes 0.3 0:28 N 4.0.:ft? 1 fft 4In: 2 ft`0 in None "None 9 N 9 Vinyl- Low-E"Double Yes 03 0.28 N 75.0 ft' -t 4 in; 2 ft 0 in None •None 10 W 1.61 Vinyl: Low-E Double Yes 0.3 02 8 N 30:0:ft2 1 ft 4 in 2 ft 0.in None =None 1:1 W 1'0 Vinyl' ;Low-EDouble Yes 0.3 0.28 N 4 O;ftl If41r; 2 ft 0 in None None 1.2 S 11 Vinyl' Low-E Double Yes 0.3 0728 N 30:0-ft? 1 ft 41n 2 ft O in None None 4/512018 1=1:04 AM Energybauge®:USA--FiaRes2M7 Section R405A.1..Compliant Software Page`1 of-5 FORM R405.-2017 GARAGE # Floor Area. Ceiling Area Exposed.wail Perimeter Avg.Wall Height Exposed Wall Insulation 1 463 ft2 465 ft2 48:8 ft 10,ft INFILTRATION #. Scope Method SLA CFM 50 ELA EgLA AGH ACH 50. 1 Wholetiouse Proposed ACH,(50) .000435 2818:2 1'54.72 290:97 .4922' 7 HEATING SYSTEM # System Type -Subtype Efficiency Capacity Block Ducts 1 Electdc`-Heat`Purnp/ None HSPF:8:2 22.8 kBtu/hr 11 6ys#1 2 Electric Heat Pump/ None HSPF:8.2 22;8 kBtulhr :2 sys#2 COOLING SYSTEM # System Type Subtype- Efficiency Capacity Air Flow SHR Block- Ducts 1 Central-Unit/ None SEER:14. 23.8:kBtu/hr 714 cfm 0:75 1 sys#1 2 Central--Unit/ None SEER:14 -23.8;kBtuihr 714 cfm 0:75 2 sys#2 _ HOT WATER SYSTEM System Type SubType Location: EF Cap Use: SefPnt, Conservation I Electric tVone Garae g_ 0:92 50 gal' 70 gal 120 deg None. SOLAR'HOT WATER SYSTEM FSEC Collector Storage. Cert # Company Name System:Model# Coltector_Model# Area. Volume FEF None None 8? DUCTS Supply— Return— Air CFM 25 CFM25- HVAC# v # Location. R-Value Area Location Area Leakage Type Handler TOTOUT "QN RLF Heat, Cool 1 Attic 6 941':31 f Attic 54.55 ft' Default Leakage Garage (Default)c(Default)c 1 1 2 Attic -6 179;92 f Attic -,69:2,ft?' Default Leakage 2nd Floor •;(Default)c(Defaul()c 2. 2 4/5/2018 11:04 AM EnergyGauge&LSA-FlaRes2017 Section R465.4..1 Compliant Software Page 4 of-5 FORM R405-2017 .. . . .. . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. .. _ -TEMPERATURE# . . � . . . . �. ko a a e h m At ¥ mn o s . n :E ° AE r ?. a# k P ,fi tNov `p H66 « . ;aR a k# \:t < y kt Jul;, 11, g rI. p `ot : ¥ . :mo o }^ \ M y r J« ^ # « P ::Oct : �:f « 4 . V ¥� ; �Aa :dQ4 �#¥ \�r . . The' at'Schedulef HERS oe e#+ Ho . . �. s kd 6 Type 2 '34 5 f # f if c 78 7a 78 78 k . n 33o MB7 80. PM U i A m 7e A 7e R 78 #n EHt Am 7&f a 4 A A 78 4 G 7 m 7 A PM 7a 7 q 7 7 ' a m p 78i m m .78 kn m Am 6e m m m 6 6 mm � « PM A A A p m m m :6e66 m� « . �} 6 s E � AB8 68, - A -68 66 A GSn 4s !&tea Page 5 6a FORM"R405-20:17 ENERGY PERFORMANCE LEVEL (E-PL) DISPLAY =CARD ESTIMATED ENERGY PERFORMANCE INDEX` = 93 The lower the.Energy.Performanse;Index,,the more efficient.the home. Lot 15 Paradises Atlantic Beach; FL; 1. New construction or existing New(Froin?arfs): 9. _Ullall Types Insulation Area 2. Single family:.or multiple family Single-family. a.Frame-Wood Ektefior R=W0 271070 W b.Frame-Wood,Adjacent R=1910 422.00 ft? 3. 'Number of=:units,if multiple family 1> a.N/A, `R= W 4.=Number of.Bedrooms 4. d N/A R= fe 10 Ceiling Types Insulation Area 5. Is.this°a worst case?' No - - a:.Under Attic(Vented): A=30.0 1.399.00 ft= 6. Conditioned floor area(ftz) 2471 b.N/A R= ft? ;, c-N/A R= ftz 7: Windows DescnpUon Area a: U-Factor: Dbl,U=0_.30 35835`ft2 11.Ducts R ft? a.Sup Attic,Ret:Attic AH:Garage 6 141.31. SHGC SHGC=0.28 ti;Sup: Attic Ret:Attic,AH:2nd Floor 6 17892 b. U-Factor: WA ftz SHGC: 12:Cooling systems kBtu(hf >=ffciency c- U-Factor: N/A ftz a.'Central Unit 23.8 SEER.14.0o- SHGC: ti:Central Unit 23:8 SEER-.14.00' d U.Factor: N/A W SHGC: 13.Heating systems "kBfulhr Efficiency Efficiency Electric Heat Pump= 22.8 H5PR8.20 Area Weighted Average Overhang Depth; 4:054 ft- b.Electric'Heat Pump 22.8 HSPF:8.20 Area Weighted Average SHGC: 0:280 8: FloarTypes Insulation Area 141 Hot water systems a:Slab-On-Grade Edge lnsulation R=0.0 1087;00 ft? a::Electdc Cap:50 gallons EF.0:92 b.Floor overother Space R=0:0: 1072.00 ft? 'b. Conservation'features C.,other(see_:details) R= 312,00_fta None 15.Credits Pstat f certify that this borne has complied with the Florida Energy EffciencyCode for Building HE ST,42 Construction:through the above energy saving features which will be Installed(or-exceeded) O �0 in this"home before final Inspection. Otherwise, a newERL Display Card will be comp.leteii � �r�''%lh ,.�,.'°•�+ based;on installed Code c r pllant;fe uses. elr. IliHl „ 4� t Builder Signature: Date; j 4 j Tb�j` Address of Ne Home' ty2Ci ti aDWE.— ':Note.- This is not aq. Building Energy Rating: lfyour Index;is below 70,your home may:quafify for energy:efficient .rnortgage;(EEM..)"incentives if y.0u obtain a Florida EnergyGauge'Rating , Email EnergyGauge tech support at tedhi upport@energygauge.com or see the EnergyGauge web site at energygauge.corri for information and a list of certified Raters. For information about the Florida Building Code,Energy Conservation; contact the Florida Bulldmg: Commission's support=staff. **_Label required by Section°R3:03 1._3;of the Florida"Building Code, Energy Coriservatlon, Knot DEFAULT. -4/5/2018"11:04 AM EnergyGauge®USA FlaRes2017 -Section R405.4.1 Compliant Software Page 1.of 1 Florida Building Code, Energy Conservation; 6th. Edition (201.7) ;Mandatory Requirements for Residential.Performance, Prescriptive and ERI,Methods ADQBESS: Lot 15-Paradise. Permit Number: Atlantic:Beach,FL, MANDATORY REQUIREMENTS'See ind vidual.code sections for;fup°details. SECTION R401 ;GENERAL R461.3'Energy Performance Level fEPL)display card(MandatoryT.he building official shall require that an energy performance level(EPL)display card be completed and certified by the builder-to-be accurateand correct before fnalapproval of the Ibuilding for occupancy:Florida law(Section'553 9085; FloridaStatutes)-requires;the EPL display card to be included;as an addendum to-each sales contract for both presold and nonpresold•residential buildings: The'EPL.displ_aycard contains information indicating the,energy,performance level and efficiencies,of components installed in- 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 foe the building.A co y6 the EPL display card;can be found-inAppendiz;RD. 11402:4-Air leakage(Mandatory). The building thermal-envelope shall be constructed to-limit airleakage in accordance with the.requirernents of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R=2.0ccupancies and multiple-aittached single family dwellings shall be permitted-to comply with Section C402.5.. R402.4.1:Building.thermal envetope. The.building-theemal envelope shall comply.with Sections 11402:4.1.1:and.13,402.4.1.2.The sealing-methods between dissimilar materials shall allow for differentiaf,expansion and-contraction. R402.41 1 Installation The components of the buildingthermal-envelope as listed in Table-8402:4:1;1 shall be'installed'inaccordance'with the manufacturer's instructions and'the critena_listed in Table 13402:4.1.1;as applicable to the method of construction.'Where requiredby the code official,an.approved third party shall inspect all components and verify compliance. R402.4A.2 Testing. The building or dwelling unitzhal-I e.tested.and verified as:having an airleakage rate riot exceetling seven air changes per hourin-Climate Zones 1.and 2,and three air changes per,hour in Climate Zones 3 through 8.-Testing shallbe conducted in accordance.with ANSURESNEVICC 380 and reported at a pressure of 0:2;inch w.g.(50;pascals).Testing shall be conducted byeitherindMduals as defined in Section 553.993(5)or(7),'Florida Statutes;;or individuals licensed.as setforth in Section 489:105(3)(f);,(g)or(i)or;an approved third,party..A written report of the results of the testishall 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 penetratiowof,the buildingthermal envelope. Exception: Testing isnot requiredfor additions alterations,renovations;orrepairs,of the building thermal envelope of existing-buildings in which the new,construction is less than 85 percent of the-building thermal;envelope. Durng;testing 1. Exterior windows and doors,fireplace-and`stove doors shall-be closed,but not sealed;beyond the iritended weatherstripping or other infiltration.control rneasures. 2. Dampers including exhaust,intake;makeup air,backdraft`and flue.dampers'.shall bB:closed,but.not sealed beyond intended infiltration coritrol measures'. 3. Intenor;.doors,if installed at.the time of thetest;shallbe`open. 4. Exterior doors for continuous ventilationzystems and heat recovery ventilators shallbe closed,grid sealed. 5. Heating and cooling systems,.if installed.at the time of the test,shall be turned off. 6. Supply and return registers,-if installedrat the time of thefest,shallbe fully,open_ 11402.4:2 Fireplaces. New wood-burningfireplaces shall;have tight-fi$'ing flue dampers or doors,and outdoor'combustion air.Where using tightfitting doors on.factory-built fireplaces listed land labeled in accordance with UL 127,the:doorsahall be tested and listed for-the fireplace. Vi/hereusing tight-fitting doors on masonry fireplaces;the doorsshall beaisted andaabeled Inaccordance.with.UL 907. R402,4.3 Fenestral<omair leakageWindows,skylidhts and-`sliding glass doors shall have an air.infiltration rate of no more than 0:3°cfm per square-foot(1.5 Uslm2),and swinging doors no more than-6-5 cfm per squar6-foot-(2.6 Us(m2),when tested according to NFRC"400 or-AAMA/ WDMA/CSA 1614.S;2/A440 by an accredited,independent laboratory and listed and labeled bythe manufacturer. Exception: Site-built windows;skylights and doors. 415/2018 11:04 AM EnergyGauge6 USA FlaRes2017 -FBC.6th.Edition(20"1:7) Compliant Page 1 of 5 MANDATORY REQUIREMENTS (Continued) R40214-4 Rooms containing fuel-burning appliances.In Climate Zones 3-through 8,,where open combustion;aif ducts provide,combustion:aiir 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 b^e sealed and insulated in;accordance with the envelope requirements of Table R402 12,where the.wall s;floors and ceilings:shal1.l meetnot less than the:basement wall R-value=requirement.The door in the room shall be fully gasketed.andanywater lines and,ducts m the:roorpinsulated:in accordance with Section'R403.The:combustion air duct shallbe insulated`where,it passes through_conditioned space to a minimum of R-8: 'Exceptions: 1. DirecfVent appliances with both intake and exhaust pipes-installed continuous t0 the outside. 2. Fireplaces and stoves,complying with Section R462.4.2 and Section R1006 of the Florida Building Code,Residential. .8402:4 5'Recessed;lighting. Recessed:luminaires installed m the building thernial'envelope shali bia sealed to limn arr leakage between :condifidned and uncone ditiondspaces:All recessed luminaires.shall be-IC-rated and labeled.as having:ah air leakagesate-not more than 2.0 cfm(0:944 Us)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential:All recessed luminaires shall be sealed with a;gasket or caulk between the housing and.the:intedor wall orceiling,covering_ 114031:Controls. SECTION R403 SYSTEMS R4Q3AA Thermostat.provision'(Mandatory): At least one thermostat shall be provided for each separate: MANDATORY REQUIREMENTS - (Continued) 8403,.5;6 Heattrabs4lV16rid4tory), Storage Water heatdrs-nbtequipped.Withintegralheat traps and havingvertical pipe n1- s"rs-shalt,have heat traps.installod on hoth.Me inlets and outlets.External heat-traps shall consist of either a corriffercially available heat-trap or a doW7nWafd:and upward bend of at least 3 Y2 inches(89 nim)in the hbt'wati§r distribution line and cold water fine located as:cl6se as.pdssible to thelstbrapJank. R403.5AWateriftleater efficiencies(Mandatory). R403..6.6..I.,I,A(i.tijlrh,6t.it controls. Service Wat6frbeatihq systems shall be-equipped-with dutornati616hibereiture conlrdis-capable!of adjust—m6fiffnim the lowest tc.the highest acceptable temperature settings for,,the intended use.The minimum temperature setting fdn,66 shall be from 100°F to 140?F'(389C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall-bei provided to permit the power suppliedJo electric service systems to,be_turned off.A separate valve shall be provided to permit the:energy supplied to the ma i.n.bumer(s)of aorribustionlypes of servicelwater-heating systems to belumed off... R4015.6.2'Water-heating equipment. Water-'heating equipment installed in-residential units shall meet the minimum efficiencies of Table C404.2 in'Ch-apter 4 of the'.171orida Building Code,Energy Conservation,Commercial Provisions,forthe type.of equipment:installed.Equipment q . used tolproyi,de heating functions as part ofa conibinatioms stem shall satisfy 611 stated' eating.cat gory. .. _y ___ -requirements for ih appr9pria w6 r e Splarwator heaters shall meet the.criteria of�SqctiowR4_03;5.62,1. Pa te� , te h 11463.6.61.1 Solar wiatdr=fieating systems. Solar-systemsJor-domestic hotVater prod.ucti on.ar&fated by the annual .arenergyfactor of.the'system.The.solar energy factor ofa system shall be determined fromffie Florida Solar.-E-nOrgy:Center'Directory-of'Ciaified Solar Systems.EMardolhectors,'shall be testediwaccordance,with ISO Standard-98-016,.Test Methods for Solar-Collectors,and S-RCC Standard, TMA,Solar Domestic Hot ot Water System and Component Test Protocol.Collectors in-installed solarvater-heating systems should meet the following-criteria: 1. Be,installed With.a-bit angle between:10 deg reear and AO degrees of the horizontal;and 2. Be:ihst8lliBdeit:ahorientation"within 45;d6gr6eitofttij6-sd[ith'. 111403.13:1VIechaflidA1Iyui ,Ventildf ion(Mafidat6rA The` ldjng shall be prg-Vide-M with-v-e-fitiI6tidnthat-fiieet§the requirements of the.Flotida bdiid�lngbcde_, -Building Code,Mebhanical,.as applicable, lidable,or With other approved-means:of ventilation including' Natural,Infiltration or Mech8hical-ffeaffs.-Outdodr air intdkes and exhausts shall ftaVe automatic-of gravity dampers that close When,the ventilation system isnot operating. ROMA Whole-house mechanicalvontilation.sysiern fan efficacyWhen-inst6ited,,t6,f6n6fion as.a who(ebouse mechanical han.ical. ventilation system;fans shall,,meet"the efficacy requirements-of Table R403.6.1. Ex6eptibir Where wh616-11buse mechanical Ventilation fans 8fe7integral-to tested and litted-H-VA C_ equipment,they-shall be powered'-by Vy an:electronically commutated motor. R403.6-.2 Verifillationi air. When installed-to function as:a Whole-house mechanical v6ritilatioln system,fans e'shall-m et 11116 efficacy nequirdri1drits'df Table R4016.1. 1. The design air chari,gqperhoq minimums Jor residential bUildin sin ASH RAE 62.2,Ventilationfor Acceptable Indoor Air Quality,shall.be the-maxim=rates,allowed for-residential'applications. 2. No ventilation or air-conditioning system make-up-air shall'be:provided to conditioned space from atfics,crawlspaces, atta-phedenclosed,ggr4ges or outdoo,rsbaces adiaceritto swimming pools or spas. 3. If,ventilation,air,is:drawn f from enclosed-spAce(s),then the walls of the space(s)from7 which air is drawn shall be insulated to a minimum of R-11,and 1he:calling:shall be insulated to a,minimum'of:R--19;:space perniitfing,or R-10 otherwise: , -. R403.7"Heating,and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and:coollng.-equipm_ent shall be sized in with accordance with ACCA Manual:S.basedzon the equipment I oads calculated in accordance Wit CCA Manual J,or-other approvedh6ati heating and cooling calculation methodologies,based, on building loads for the directiom[orientatioh of the building.The rnandfacturer arid rhodel.numberof the outdoor and indoor units(if split system)shall be submitted along-witlithe-1-sensible and total cooling capacities.at the.design'conditionsideschbed in Section R3O2A. This Code,does not allow&'signer'safety factors;provisions'for future expansion or other faci6rs,that affect equipment sizing.,System sizing cafoUlations- w Shall not-Incliude loads-heating . created by local intermi I t-teht:mechanical Ventilation U-on such:asstandard kitcherfand-bathroom exhaust,systems.Neor-replacement heatingand 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-is1ristalled. TABLE_R403.6A WHOLE-.HOUSE=MECHANI.CAL,VEN.Ti-LATION:SYSTEM FAN EFFICACY' FAN LOCATION AIRFLOW.RATE MINIMUM MINIMUM EFFICACY. a Al.RFLO)W"TE MAXIMUM (CFMNVAT- T) (CFM) Range hoods Any. 2.$cfm1waft Any lh-lihe fan Any 2.8 cfm/watt, Any 'Bathroom,utility room 16 1.4 cfmlwaft <,00 :Rathropm,utility room 90 2.8 cfm/waft- Any For 91:1,cfm=283 Umin. a. 'When tested in accordance with HVI Standar&916 4!5/201811:04 AM EnergyGaugeO USA RaRes2017 -_FBC 6th Edition(2017) Compliant Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R4017.114Zbolhig equipment capacity. Cooling only equipment shall be-selected-s6th�itits'total.capacity is ncitkissthan the cal..culated total load,-butnot more than I..15 times greater than the total ioad.calculated according Wth6-proced.ure selected in Section 403.7,.or the closest available size providedby'the',manufacturer a product lines.Thecorresponding latent capacity of..the equipment ipment shall not.be less,11fan the calculated iatoni load. The published value for AHRI total capacity is a nominal,rating-4est value-and shall not be used.forequipment sizihg�Manufacturer's expanded performance'data shAl(be used:to select cooling-only. equipment.I - This selection shall be.based. on..the outdoor design dry-bulb temperature for the load calculation(or..entering water temperature formater-source'equipment),the blowerCFM provided by the'expand6d performance.data,the degign:value for entering w4t-.bulb temperature and the-clesigriva"lue for entering dry-bulb teperature. Desigh'values for entering wet-bulb and dry-bulb temperatures_shall be for-thie Indoor dry bulb and"relative humidity Used for the load:calculation and shall'be-adjusted-for return side gainsif the return duct(s)isAhstalledin an unconditioned space. Exceptions: 1. Attached single-arfd�multiple-family.residerifial,equipment siiing.may be selected so that its-cooling capacity is lessthan the calculated total.sensible.load but notless,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`s.ized.in..accord.ahcel.wit-h-good'd esi lgnpractice. 11403 Z1.2 Heating equipment capacity.ty. R403.7.1.2.1 Heat pumps.. Heat ptimps,i7jngsballbpbased,onft ,the-coolih requirements-as calou[6tedaccording tpSection; iR403.7.1%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.1pac[istl6ti es greater than the design cooling W4031A.21 Electric resistance furnaces. Electric resistance furnaces shall be sized,within 4'kW of the design requirements; calculated according to the procedure selected inSection R4017.1. R403.7.1.2.3 Fossil fuel fteatingequipffient. The capaditV,df-fosbil fuel heating eqUiomdriti.with natural Inift atrnobJbh&dc;bumers shall' notbe less thAff-the design load calculated in accordance With-Section R403-7.1 11403.7.11.3'Ektra cabadity required fqrspiedialotcasibris. fResid.er-c-es req-u-j'd,.pg excesscdolinq or he6t_h.equipment_cP- itV oh an. intermittent basis,such asantdipated.additioral;l6adtbEbEddby,niajbrentertainment events,shall have equipment sized broort(blibdt6:p rdVert cbfitirffaut space 66olft or heating Within-that space.by ohd.br more of the following options'; 1. A-separate cooling ot-.heabngsysteftiisutilized tbprbVide-codlihg_drtf6atiri§itb-ffiemajor enteitaihmentatoas. 2. ALvariable capacity system sized for op b 1irritim performance during base'l ad perfQds,isutilized... R463.8 3.8 Systems serving multiple dwelling units(Mandatory); Systems serving multiple dwelling units shall:comply with Sections C408 and; C404-of the I ECC—Commercial Provisions in lieu of-Section R403. 114113.-9 Snow melt and ice system,contiols(Mandatory)Snow-and,icemmelfingsystems supplied through,energy service,tq1the buildihg;shall include-automatic controls capable of shutting off the,svr;tem when the pavement urelis above 50°F(10'C),and no-precipitation-is failing avemerittemperak., and an alltbmatic,or manual control that will`Mlow;shutoff when the outdoor temperature is above 40-F(4.8't). 11403.10 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. 11403.10.1 Heaters. The electric,pd to tieatdrsshall becbiitrolledby-"'a-:r- y readily accessibleon-off switch that is anintcmgral - part'of the heater mounted on.the exteriorofthe heater,orexternai td.and,Withih 3 feet(914ffirri)--of.the heater.Operation of-such.5-Witch shall-not change the setting of the heater t-hermostat.Stith switches shall be in addifiowto a.ciircult-breaker for ttie:powertoAfte heater. Gas-fired heaters shall'not be equipped with continuously burning'ignition pilots. R463.1 62 Time switches:Time switches or other oontrol,methods. that can autornati6ally turn;off-a ndonaccordingfoapreset.schedOI66hallbe, -installed for heaters and pump motors.Heaters andpump motors-that have built4mtime switches shall be in compliance with-this section. Excelptions: 1. Where public health standards requite 24mhbur pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating:systems. 3_ Where pumps are powered exclusively from pn-site renewable generation. 040-3.10.3 Covers. Outdoor,heated swimming pooJs and outdoor permanent spas shall be equipped with.a,vapor-retardant cover on or-at the water surface or a liquid cover another means'proven-to reduce heat loss. Exception: Where more than 70percent b.f t-he energy-for heating,computed lbverart'operat I ion season,is from s.ite-recoVered-666rgy, such as from a heat pump,or solar energy'source'r-clovers or:other vapor-mi-etardant.means shalfriat'be required. 11403.10.4 Gas-;and-oil-fired pool and-spa heaters. All gas-arld,pil-flied.pool and.spa heaters shall have a minimum thermal. efficiency-of 82 percent for heaters manufactured.on-or-aftet April l:6,2013;when tested imaccordancemith ANSI Z 21.56.Pool heaters 1 9 3 - , - .heaters manufactured.- _I- , , , ; - 2013;-when-tested� --, . - . . ... . - Pool heaters fired-by natural or,LRgas shall not continuously b ming pilot lights. 4/5/2018,11:04 AM EnergyGaugeO USA-FI6Res2017 FBC 6th Edition(2017) Compliant 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 11%Table 2,Standard:Ratirig;Conditior Conditions-Low,Air Temperature:A test report.frorRan independent laboratory is required to verify_ procedure compliance.Geothermal swimming pool heatpumps:arepot required to meet this,standard. R40311 Portable's as, Mandato _ __ _- i p. (, fl�je energy consumption of electric.=powered portable spas shall;be controlled byahe requirements of APS-P-14, SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404:1 tlghting equipment(Mandafory). :Not less than 75':;percent of the,lamps in permaiienti 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:_ow-voltage lighting.. R404.1.1 1-ighting equipment(MandatoryFuel gas lighting.-systems shall not have continuously-burning Pilot--lights. 4/5/2018 11:04 AM 5nergyGaugeO USA--FlaRes2Ol7 -=FBC 6th Edition(2017) Compliant Page 5 of 5 201.7 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIRBARRIER.AND INSULATION INSPECTION COMPONENT CRITERIA Pf6ject Name: Residence,Lot 16 Paradise Builder Name: .Street: Lot15 Paradise Permit Office, Atlantic Beach City;State,Zip..' At1dritic Beach,FL, Permi-t Number: 6r. Owner. Jurisdiction:- 261100 Design Location: FL,MAYPORT COMPONENT .AIR BARRIER CRITERIA: IN'SULATION,IN$TALLATION.CR.ITERIA, General A continuous a.ir-156rd&-shall be installed in the building,envelope. Air-permeable insulation shall requirements -The,exterior thermal envelope contains a continuous airi amer. notbe used as a sealing material. Breaks or joints in the air barrier shiall.tfe sealed. The air barrier in any-dropped ceilinci/soffit shall be aligned with the -dropped ceiling/soffit :Ceiiing/affic � � -P1. - -__ , . .__ The insulation,in any ;insulationand any gaps in the air.blarrier shall be se.4.104 :sh ll.be-611gnod-With the air barrier. _nq .Access openings down stairs or knee wall doo�sto :unconditioned'attic spaces shall be sealed. Walls The junction of the f6undabon:and si_1l;plate shall be settled. :Cavifies within corners and headers of frame walls shall. The junction of the top plate and the top of exteriorwalls be sealed. be insulated by.completely filling thecavfty-with a Knee walls shall.be sealed. -material having.a thermal resistance-of R-3 per inch- .minimum. Ex-terr,rior.thermal envelope insulation-foframed walls ,shall be installed.in,s6bstantial contact and continuous; -alignment with the air barrier. Windows,'skylights The he space between window/doorjambs.bs and framing,and and-doors skylights and1raming shall be sealed. RiffJodsts sfialhnclude,the air barrief. Rim jois.ts shi.ali lie:insulated. Floors The air-barrier shall be.installed at any exposed edge of insulation. Floor framing insulation shall be installed to .(including maintain parmanent.contact With the underside-df abdvLLg-a-ra-§e subfiodrdeckffig,or floor framing;ca-vity-i nsulatidn.shall and,cantilevered floors) be permitted to,be in dontact-With.thEi top side of -sheathing,of c6htihUoUs.irfsulati6n'installed onthe. :underside of floor framing and"extends from,the.bottoirn :to the top.of ail perineter floor framing members. Crawl space walls Exp arth,trl:unvented cra,,osede w[spaces shall ble.vcovered with a Where provided instead of-floor,in.sulation,insulation, .Class I vapor retarder with overlapping joints aped. shall be permanentiyattached to:the craw,lspace walls. Shafts,penetratioris .-Duct shafts,jUfi"li-ty.pehetrabonS;,and;flu,6 shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cu-Ud fit or narrow' Narrow cavities cavities shall be filled by insulation,that--on installation readily-conforms to the available cavity spaces. Gaea e separation Air-sealing,shall be ptovided between;the garage and conditioned spaces, Recessed lighting !Recessed lightfixtures installed in the building thermal'envelope shall Recessed light.fixtures installed in the building ,be sealed to the drywall thermal envelope shall be air tight,and_lC rated. Plumbing and wiring. -Batt insulation sulati a--dfishli'be cutnebtly.tbfit-pround wiring' prid- :plumbing in exteridt-Walls,or insulation.that on installation-readily conforms to.dVailable space.shall extend behind bi0iWarid Wirin-g. Sh6W6f1tqb The air bafrier - ihstalled'at exterior walls a-dj"acent_to sK,.owers.and Exteriior W 611s:adiabehtto§h6W&f6 and tubs shall be onnor-Walltubs shall the showers and tubs insulaied. Electri,cal/phone box on The aVbarrier shall be installed behindel6drical'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 subm*or or drywall: Concealed When'requined to he sealedconcealed fire sprinklers-shall only be sealed sprinklers .in a manner that is:.recommended bythe manufacturer.Caulking or other wdhesive.sealantsshall not.be usedito fill voids between:fire sprinkler cover lates and walls or ceilings. a.In.addibonj inspectiod:of log walls shall beIn accordance With the provisions ofICC.-4M 4/5/20I8 11:04 AM EnqrgyGauge@,USA,-FlaRes2017 FBC 6th Edition(Z01 7)Complialrit Software Page 1,of FORM R405-2017 Envelope Leakage Test Report-Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING ,GONSTRUCTION Envelape Leakage Test Report Performance Method :Project;,Name: Residence,Loi 15 Paradise Builder Name: Street, Lot 15 Paradise Permit Officer Atlantic Beach :City,State,Zip: AtIan.tib-Beach, FL, Permit Number: Design-'Location: FL,,,MAY- P0RTNS Jurisdiction:, 261100 Cond"Floor Area:: 2471, sq.A. Cond.Volurne,* 24156 cu-ft. Envelope Leakage.Test ResUlts teakaae.Characteristics Regression R- SM916,or Multi Point Test Data Required ACH(50)'from HOUSE PRESSURE. :FLOW: 0RM:R05:-2011'7 Pa cfm 2 Pa cfm Tested ACH(50) 3t Pa cfm 4 Pa cfm *Tested leakage-must be less.thanoV r equal the require6ACH(50)shown on form R405-2017 for 5. 130 an this building.Jf the te.st0d A-C,H(50)is less than 3 -mechanic6l'ventilation: the building must have a .61 Pa cfm system: M62.4.1.2 Usting.Theb-dilding ofdWellifig-Uhit-sK61l.bdtested 6riciverified as having arrair leakage rate of not 7air chwgiesper hour in Climate Zones 1 and"2 16stiqg sh6ll'bb conducted with'. a blower door at a pressure of 0.2,inches'W.g.(50 Pascals):,- Testing shall be conducted by either individuals'eis defined-in-S ection 553.993(.5)or.(7),Florid-a.St-atutes Orindividuals,-licensed as reUfdtth:in.Serbon,48§.-.--10-5(3)(0,;(g),or(-)or an approved third- party..A-written Teport of the results of the test shall'be signed by the-,party conducting the test and provided.to the,coide.official. Teisting shall be performed at any time after creation of all'penetrations.ofthe building thermal env6lbpe. 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 I-n'ql,uding,ekhaust,intake makeup.air i�backclraft and flue dampers shall,be closed,but notseal6d-beyond intendbOnfiltration control Dampers, 3.Interiordoors if installed'at the timeofthe test,shall'be open; 4.Exterior doors for continuous-mendation systems and-heat-recoveryventiiators shall be.-ci ased:and sealed; 5.Heating anacooling.tys(ems,if installed at the time.of the-test,shafl:be turned off;and: 6.Supplyand return registers,Jf installedate.tfffeof test,shall be fully open. I hereby-certify.that the above envelope leakage Testing shall be conducted by-either 1-tt'00 S performance results demonstrate compliance individuals as defined in Section With Florida Energy',Code-requirements in 553.993.(5),or(7), Florida Statutes or accordance with.Section 8402.4.1'.2. individuals licensed as set forth:in. Oil Secti0h.489 105(3)(f),-(g),or(i) or an approved third party.A wntten'report L SIGNATURE: of the.results of the test shall be signed by the'-thirdpatty don,dubfing the-test and provided to the code-official. WE PRINTED NAIV)Ei' —&,A/IS DATE: BUILDING OFFICIAL: .DATE; 4/5/2018 111`04 AM EnergyGaugee UqA--PaRes2017 =,,Section R405R405.4:1 Compliant SoftWate Page;I of 1 Job:anual S` Compliance Report Date: 3127/18 lsf Floor By:, Ikll',Ellis Energy.Design:Systems, Inc. 11727 Brady Rd,Jacksonville;FL 32223 Phone W4-268-3670 Fax:904268-3670 Email'eds.jax@gmail.bom Project • • For:. Residence Lot 15.Paradise,;Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design:DB 94.4917' Sensible gain: 17754 Btuh. Entering coil DB: 77 89F Outdoor-design WB: 77.4°F Latent gain: 3146 Btuh Entering coil WB: 63:9°F Indoor design DB: 75.0°F Total gain: 20900 Btuh- Indoor.RH: 50% Estimated airflow: 793 cfm -Manufacturer's Performance Data atActual Design,conditions Equipment type; S.Alit ASHP Manufacturer. Ruud Model: RP1424AJ1NA+RHIT2417STANJA Actual airflow: 793 cftn Sensible-capacity: 16660 BtUA 94%of load Latent capacity: 7140 Btuh 227%;of load Total capacity: 23800 Btuh; 114% of load SHR: 7Q% Heating Equipment Design Conditions Outdoor design-DB: 38.1 OF Heat loss: 1:6585 Btuh Entering coil DB: 67.1-°F Indoor design DB: 68.0017 Manufacturers PerformanceData atActual Design Conditions Equipr ent type SplitASHP Manufacturer:. Ruud Model: RP1424AJ1'NA+RH1T2417STANJA, Actual airflow: 793 cfm Output capacity. 22800 Btuh 1.37%7of-load Capacity--balance: 3:1. OF Supplemental heat required: 0 Btuh Economicbalance 49 OF Backup.equipment,type: Elecstrip Manufacturer. Model:: Actual.airflow: 793 cfm .Output-capacity: 4.8 kW 98% of load Temp. rise: 56 OF Meets are all requirements ofACCA Manual'S. 2918-Apr-66-11:9§9 wrightsoftm Right-Suite®Universa1201;7 17:0-17 RSU17457 Page 1 C+h....anual J1Residence,.Lot 15 Paradise,AV 8ch.rup Calc=MJ8 Front Door laces: E Job: f ® Manual ` Compliance Date: 3127118, 2nd Floor By: M.Ellis Energy Design Systems,Inc. 1172.7 BradY Rd,Jscksonyille,FL 32223 Phone;`904-268-3670 Fax 904;268-3670 Email:eds'-W@gmail.cdrn Project Information For:. Residence Lot 15:Paradise,Atlantic Beach, FL Cooling Equipment- -Design Conditions Otltdoordesigri DB;; 94.4°F Sensible gain; 18663 Btwh; Entering coil DBc 78:1°:F Outdoordesign 1NB: 77.4°F latent gain: 2945 Btuh Entering coil-WB: 654.09F Indoor-design DB: 75.09F Totallgain: 21`608 BUT Indoor RH: 50% Estimated airflow: 793 cfm .Manufacturer's Performance Data zatActual Design.Conditions Equrpment.WA SPr t'ASHF Manufacturer. Ruud Model: RP1424AJ1NA+RH1T2417STANJA_ Actual airflow: 793 cfm Sensible capacity: 1.9577 Btul 105%:of,load. Latent-Capacity: 3215 !Btuh:: 1.09% bf.load Total capacity: 22792 Btuh_ 105%0:of load: SHR: `86% Heating Equipment Desrgn Conditions Outdoor'design;DB: 38.1°F Heat loss: 14-103 Btuh; Entering coil DB: 66.9T Indoor design DB: 68.09F Manufacturer's Performance Data at-A al Design Conditions Equipment type: SplifASHP Manufacturer: Ruud' Model:: RP1424AJ1NA+RFi1T2417STANJA Actual airflow: 793 cfm Output capacity: 22800 Btul 162%e_of load Capacity.balance: 28 OF Supplemental heat required:, 0. Btuh Economic balance. =99 OF Backup equipment type: Elec strip 1400ufacturer Model: Actual':airflow: 793 cfm Output capacity: 4.0 kW 97%,of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. 2018-Apr 05 11;04:59 � tt wrightsofts Right-Suite@ Universal 2017 17:0.17`RSU17457 e 2 � .,anuai JlResid- Pa9. ence,Lot 15.Paradise,Atl Bch.rup Calc=MJ8 Front Door'faces: E :Pro 6bt Summa y - - Wrightsofto Date: 31271.98 7s f'FIQor By M,Ellis Energy Design Systems, Inc. ,11727 @rady Rd,Jacksgnyllle,FL 22M Phone:904-268-3670 Fpx:904 26S 3670 Email:`.eds.Ax@gm [tGvr1 a Project • • For.: Residence Lot 1"5 Paradise,Atlantic Beach, FL Notes: Desi _qn Information W6athler,l MayportNs, FL;:US Winter Design Conditions Summer Design Conditions Outside-,4b 38 T Outside db' 94. T Inside db.. 68 °F: Inside dl ,._. 75 °F; Design TD 30 "°F DesigmTD= 19 °F Daily..range =L_ Relative humidity, 50 % Moisture difference 50 grll.b. Fheating.S:urnmary Sensible Cooking E`qupmentLoad Sizing. Structure 1,2614 "Btuh Structure. 11797 B.tuh .Ducts ,_ 3971 Btuh. Duets 5957 Btuh Central Vent(0 cfrn) 0 8tuh Central ve6t:(0 cfm) 0 Btuh (none): (none) Humidification 0 Btth.. Blower 0 Btuh Piping 0 Btuh- "Equipment load16585 Btuh Use:manufacturer's..data; `y Rate%swing,multiplier 1O1)i 'Infiltration Equipment sensible-load 17754 Stuh Method Simplified Latent Cooling Equipment,Load Slizing construction quality, Average Fireplaces 1 (AVe(age). Structure 1.881 Btuh Ducts 1265 Btuh Central vent;(0-arn) 0 Btuh Heating Cooling (none) Area"(ft?) 1087 1087 Equipmenflatent.load 3146 Btuh Volume p) 10870. 10870 Air ctiangeslhour 0.40 0,17 Equipment.total load 20900 Bfuh Equiu.AVF (cfm); 73 32 Req::total capacity at 0.75 SHR 2.0 ton HeatngEquipmentSummary Cooling.Equipment Summary Make Ruud;;- Make Ruud_, Trade RUUD. Trade RUUD Model R01424AJ1NA. con RP1424AJ1NA AHRI ref' 7489174 Coil RH1T2417STANJA AHRI ref 74.89174. Efficiency 9;2 HSPF Efficiency 11 5 EER, 14 SEER Heating input Sensible cooling 16660 Btuh Heating output 228.0.0 Btuh:-@ 479F We-ntr cooling 7140 Btuh Temperature rise 26 T TotaL:cooling 23800 Btuh Actual air flow 793 ;cfrn Actual airflow 793 cfm. Air flow factor 0.048 c"IBituh Ait-fl ow.factor ON& cfWBtuh Static.pressure 0 in H2O Static pressure_ 0 in-H2O Space thermostat: Load sensible heat.ratio 0:85 Capacity balance:point=31 T Backup _.. Input`5.kWOutput= 16230 Btuki, 100:AI.FU.E Calculations approved byACCA to'rneet all requirements of Manual.J 8th-Ed. -FkWrl htsOft 201&Apr 05 t1 ll4 59 9 RigtStSuite®Universal20i.717.0.I7RSU17457 Page-1 ...anual JtResioence,Lot 1 5 Paradise;Atl Beh;rup Calc-M8 Front t)ooriages; E Pr.® ect Summa -Job, ` - wrightsoft° �> � Date 3127118 2nd 1%or By, M Ellis Energy Design Systeri9s,Inc.:. 11727;Brad y Rd„Jacksonville;FL 32223 Pifone::904 268-3670 Fax.904-26&3670 Email.:e4s.jax@gma71.6om; Proiect Information For Residence Lot-15 Paradise,;Atlantic Beach, FL Notes: Design • • Weather Mayport-Ns, FL,b$ Winter Design Conditions: Summer Design Conditions Outside..db 38 '`F Outside_& 94 OF lnside dt_ 68 °F In"side db..,. 75 OF Design TD 30 OF Desigm TD: 19 OF Daily range L Relative humidity 50 % Moisture difference 50 gr/Itb Heat ng:Summary Sensible Cooling Equipment Load Sizing Structure 9669 13tuh Structure 12008 Btuh Ducts4434 Btuli Ducts 6655 Btuh Central vent(0 cfm)= 0 'Btuh: Central ver t''(0 cfm) 0- Btuh (none) (none) Humidification 0 Btuh Blower 0 Btah Piping 0 ;Btuh: Equipment load- 44103 Btuh Use:manufacturer's data. y Rate/swing multiplier 1OOi Infiltration Equipment sensible load_ 18663 Btuh Method Simplified Latent Cooling Equipment.Load Sizir%g Construction quality Average Fireplaces 1 (Average) Structure 1520 Btuh Ducts 1425 Btuh Central vent(0-dfm) 0 Btuh Heating' Qq 1— g -.(none) Area(ft?) 1384 1384 Equipment'latentaoad 2945 Btuh Volume:(ft3) 13286 13286 Air changes/hour 0:34 0.15 Equipment total load 21608 Btuh Equiv AVF(cfm} 76. 33' Req:;total.capacityat 0.77 SHR 2:0 fon Heating:Equipment Summary Cooling-Equipment Summary Make Ruud , Make :Ruud Trade RUUD_ Trane RUUp Model RP1424AJ1NA Cond RP1424AJ1NA AHRI74 'ref 89174 Coil- RH1T2417STANJA AHRI ref 7489-174. Efficiency 8:2`H.SPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 16660 Btuh Heating output 22800. 47°F Latent cooling 7140 Btuh Temperaturp,ri, 26 OF Total,-cooling. 23800 Btuh Actual airflow 793 cfm„ Actual air:<'flow, 793 cfm_. .Air flow factor 0.056 cfm/Bt ih Air=flow factor 0,042 cfm/Btuh' Static.pressure 0 in H2o Static pressure: .0 in°H20 Space thermostat: Load sensible heat:ratio 0.86 Capacity balance point=28 OF Backup Input=-4 kW; Output= 1374$Btuk�, 100iAFUE Calculations'approved^by ACCA to meet all:requirements of Manuai J 8th Ed. Wrl btS01� 2D18 Apr 05 i1_a4 59 9 RightSwtefal Universal 2017 17.0.1TRSU1745T Page-2 ...anual JtRe'sideocje,Lot;15 Paradise;Atl Bchjup Cabe, Front Door faces; E N 1st Floor 42Z cfrn Dining Laundryfm . .6 ,,; 118,cfM, Fr, . 12-1 7 8 cfm4' 7 Family Room 7 cf 16: 118 cftn Pan#ry 9 cfm l<"hor � r + a1 R �w �Y 4 ` war 4 1. cfm Foyer Officer 118 cfm Job#: Exctuswely for'the use of Scale: 1 65: Performed for: Pagel Residence Bacca Heating:-&Aif Right-SuiteC Uhrversal2017 Lot 15 Paradise 17 0:17RSU17457 Ave ntic Beact,FL 20,16-4r-o5'll 164-4- ...ce,Lot 15,Paradise,.A_tl 50j-up N 2nd 'Floor r 34 cfm -Master ath 34 cfrn 4 Master Bed Be_d 2 Bath 88'- rn 14 4 �r 14 cfm- 2 cfm - In I fm p Hall"2 4:- 1�Q3 cfrt , 169 cf F. 53 6 " - f_ 193 cfm Bed 3': 4 2 8 213 cfm Bed 4 Job #: Scale: 1 : 65 ExclUsivelyfor-the use of: Pertormed for Page 2 Residence.' Bacca Hea6rtg&_Aif Right-SuiteC Universal 2017 Lot.15 Paradise 17 0 17,RPU17457 Atlantic Beach",FL 2018-Apr-05 11:1,044-. ...ce,lot 15 Paradise At 13(6-rup_ Job: - - Wrightsoft� Duct System: Sumlmary Date: Isf Floor By: Exclusively for the use of-d Bacca Heating 8 Air Project Information Fors Residence Lot 15 Paradise,Atlantic'.Beac4,'FL Heating: Cooling Extemalstatic pressure' 0.10 in'H2O. 0.10 in H2O -Pressure losses 0 in.H2O 0 in H2O Available static pressure- 0.10 in H2O 0:10. in H2O Supply'/retum available pressure 0:06810.032' in'H2O 0:0681.0::032 in H2O., Lowest'friction rate0:056 inT100ft 0;056; in/10Oft Actual air flow '800cfm- 800 cfm Total effective length:`(TEL) 178' ft IF Supply Branch DetailTable Design Mg. -Clg Design Diam Wx.W Duct Actual Ftg Eqv Name (Btuh) (cfm)' (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk dining h. 1633,. 67' 66 .0.059 6.0 Ok,0a VIFx :25.9. 9:0:0 st4': Family:Room h 2848 118' 1:17 0.060 .0 ft 6 VIR '24.2 90.0' st4 Family Room-A h 2848 118 117 0.060 7.0 Ox:O VIFx 23.1 90;0 st4 Foyer a 2601: 107 109 0.060 4: 0 0x:0 VIFx 23.4 90.0 43 Kitchen h 2167' 89 87 0:058 6.0 .0x:0` VIR 27.2 90:0 st4: Laundry c 2075 87 87 0:057 5.0 .Ox.6 VIFx 29.6 90:0` st4 office c 2821: 114 1:1'8- 0:056 6.0 Ox 0' VIR 30.9 90.0' `sf3 Pantry c 1600 66. 67 0.057 4.0 Ox 0 VIR 30.3 90:0' st4 Powder c 816 34 34 0.059 4.6 OxO VIFx 25.2 90:0 st3 Supply •' Trunk Htq Clg Design. Veloc Diann: H x 1N Duct :Name Type (cfrh) (cfm) FR (fpm)` (in): (in) Material Trunk 80 Peak AVF 255 260 0.-656 745 8:.0: 0 z 0 VInIFIx- st4 Peak AV 545 540 0.057 390 16:0: 0 x 0 VinlFlx Sold/itac values have.been manualty overridden - ... 2018-Apr 05 11:.10;3¢- WrIQ17tSOf�' t2igfit=Suite®Universal M1-17.0A7 RSU1745.7 P,age'1 AM-::.anual MResidence;Lot 15 Paradise;Atl Bckrup Calc=MJB Front,Door toes: E Return Branch Det ail Table Grille Htg Clg TEL Design Veloc Diam H x 1N Stud[Joist- Duct Name Size(in), -(cfm). (cfm) (ft) FR (fpm) (in) (in): Opening(in) Waif Trunk rb2' Ox 0 427 423 48.2 0.066 544 12:0: Ox 0. VIR rb1`3 Ox 0 373 377 56,8 0.056 1080 8.0 Ox 6 VIFx Sold/lfalic values have.been manua(ty overridden .. 2018-Apr 05 11:10:34_ wry h€soft° 9 Right-Suite®Universal 2017 17.0.17 RS17457Page.2: _::anal DiR'esidence,Lot 15.Paradise„Ati 8ch:rup Calc-.=.MJ8 Front Door-.faces:'E - - wrightsoft° Duct Sysfem Summary oa 2nd Floor By: Exclusively for the use:of: Bacea Heating;&Air e • - Information For: Residence Lot 15 Paradise,Atlantic Beach;'F.L Heating; Cooling E demal'static pressure' 0.10 in H2O 0.10 in H2O Pressure.losses;,, 0 in H2O 0 in`H2O Available static pressure: 0.10 1n'1`_20. 0.1.0 in 42O Supply/return:avaifable pressure. 0:068,/0.032. in'HZ :0.06810:;032 in H2O Lowest friction,late 0.059 in/100ft 0:059 in%1;OOff:' Actual air flow 800 cfgx 800 cfm Total effective lengfh(TEL) 168 ft SupplyDetail Table Design Htg 1=CIR Design Diam Rx W Duct', -Actual Ftg Egv Name; (6tuh) (cfm) (cfrn) FR -(in)> ;(in): Matl'' Ln (ft)- Ln (ft) Trunk Bath 2 c 641:' 20' 21 0.066 4.0 Ox;O' VIFx 13:8 90.0= dt1 BM 2-A 641.' 20 21' 0.065 4>Q Ox 0: VIFz 15:5 90:0° `st1 earns c 43511 14 0:067 4 0 Ox•U VIFx ! 12.2 90:0 sf-2 Bedl2'. c 2472 76` 80 O:666 6.0 0 0 VIWx 14:0 90:0 st2' Bed_3 1 . 43R 153' 148 0.065. '6.0 Ox:O iVIFx 14:8 90:0_ st1 1 ed4A h: 5468' 1:93 ` 192 0 059 6 0 0x:0 VIFX 25:0 9,0.;0' st1 Master Bath. h: 955 34 33 0.065 4.0 Ox V, VIFX 1&:81 90.0 st2' Master bath--A h 9.55: 34 33 0.062 4.0 OvOz VIR. 198 90.0' st2 Master Bed 6 2716':, 88` 88 0.064 6.6 Ox 0 Vik 16.8 bo.of st2 Master Bed-A c 2716 88 88 0.063 6.0 Ox V. VIF9 18:6 90.0 02- Wb b h 2394 84 81 0.0.63 4;0 Ox O VIFx 18.5 90.0: sf2' SupplyDetail • . Trunk Htg, `'C.Ig Design Veloc •D.iam. H x W Duct _N...ame Type. (cfm) (cfm) FR (fprn) (in) (in) Material Trunk. w PeakAVF 386 382 0:059 361 14:0 0 x .0': VinlFlz st2 Peak AVF 41.4 4"18 0:062 39:1 14 o: 0 x. 0s VinFlx, BokVitallc values haveleen:manualty overridden 2018_-Apr 0511111:110:m: r 'WI'19�1�SOft® Right=Suiie®Universal 201j 17 0 17`RStJ17457 Page-3. / ,:::anual:D\Residence,,Lot 15 Paradise,Ail Bch.rup Calc:=MJ8 .Front Doortaces E Return BranGh Detail Table Grille Htg Clg TEL Design Veloc D.iam H':x W Stud/Joist :Duct Name Size(in). (cfm) (c.fm) (ft) FR (fpm) (in). (in) Opening (in) Matl Trunk rb12 Ox 0' °173 '168: 53:2 0.059 317 MO Ox 0 VIFx rb15 Ox.0 213 213 48:4 0.065 611: 8.0 6x 6 VIFx rb16 Ox 0 163 169` 35;7 0-089 484 8.0 Oz 9 VIR rb:17 Ox 0 152 147 36.7 0:086. 434 &0 Ox 0 MR X04 Ox 0` 99 103 42:4 0;075- 1$8 90.0 Ox 0 VIFz Bold/8arrc values have.been manualty overridden 2018-Apr-0511-1,0:34. AMCOft' Right-SuiteWuniversal 2017 17 0.17 RSU17457 Page 4 .i.Vl'i�;..anual D\Residence,Lot 15 Paradise,Atl Bch.rup Calc-=.MJ8 Front Door faces: E' Alpine, an 1TW Company 2400 Lake Orange Dr.,Suite 150 Orlando,FL 32837 A 1 f`�t l pF. ! Phone:(800)755-6001 V alpineitw.com Site Information: Customer Gleckler&Sons Building Supply Job Number. 500518B JobDescription: U15 PARADISE BEACH(ELITE HOMES (AT BCH))LJ15 PARADISE BEACH Address.' DUVAL CTY City,State, Zip: ATLANTIC BEACH, FL Name, Address and License#of Structural EOR if one exists for the building: Name: HULSBERG ENGINEERING FLOYD S.SIMPSON License#: HULSBERG ENGINEERING FLOY State: Address: 1.1481 ST AUSTINE RD#202 JACKSONVILLE CityState,Zip: Job Engineering Criteria.- Design riteria.Design Code FBC 2017 RES View Version: 17.02.02.0123.11 JRef#' 1W9L93530008 Wind Standard: ASCE 7-10 Mind Speed(mph): 130 Roof Load(pso: 20.00-7.00-0.00- Floor Load(pso: None 10.00 This package contains a job notes page, 39 truss drawings and 0 details. Item Seal# Truss Item Seal# Truss 1 085.18.1032.42014 DI 2 PLY 2 085.18.1032.42435 D2 3 085.18.1032.42668 D3 4 085.18.1032.42591 D4 5 085.18,1032.42293 D52PLY 6 085.18:1032.42449 D6 7 085.18.1032.42419 D7 8 085.18.1032.43042 E8 9 085.18.1032.42215 E9 1.0 085.18.1032.42153 E10 11 085.18.1032.42232 E11 12 085.1.8.1032.42699 E12' 13 085.18.1032.41953 E13 14 085.18.1032.42138 E14 15 085.18.1032.42683 E15 16 085.18.1032.42013 E16 17 085.18.1032.42761 E17 18 085.18.1032.42638 E18 19 085.18.1032.42106 E19 20 085.18.1032.41950 G20 2 PLY 21 085.18.1032.41951 H21 22 085.18.1032.42326 H22 23 085.18.1032.42808 H23 24 085.18.1032.42839 EJ24 25 085.18.1032.42527 EJ25 26 085,18.1032.41874 EJ26 27 085.18,1032.42200 EJ27 28 085.18.1032.42216 HJ28 29 085.18.1032.42669 HJ29 30 085.18.1032.42622 HJ30 31 085.18.1032.42824 HJ31 32 085.18.1032.42404 CJ32A 33 085.18.1032.424.96 CJ32B 34 085.18.1032.42466 CJ33A 35 085.18.1032:42325 CJ33B 36 0$5.18.1032.42825 CJ34 ett €srrrrtpet�r r SHOP DRAWING REVIEW DISPOSITION i�� ;�o'�� i� Wit';i � '` _"r� *®,.R •��,�Q p ��$� • ,� ATTENTION:Rev;evv of shop drat•,,,gs is only for confornanca the design Concept 64 the proiact and exec not relieve the cons actor n of responsibility for any deviation from the•egulroments of the sisop 0, 646 x drawings.Contractor shcII determirse and eerily ail field measurements r x z APPROVED 0 RETURNED FOR CORRECTION dqp In Crr c ❑ APPROVED AS NOTED ❑ RETURNED WiTkOUT ACTIGN s ❑ NP i VED ❑ SEE TRANSMITTAL LETTER �� °`��g��`� O' COZIENTS f'rdrrfF ICNAt-, V 3 ?, 211rf�rerYSittitsti B5' — This document has been electronically signed t1ULSBERGENGINEERNG,(NC. FLCERT.25345 and sealed usinga Digital Signature.Printed 11481 ST.AUGUSTINE NE RD.t 2D2 copies without an original signature must be JACKSONVILLE, FL 32258 03/26/2018 verified using the original electronic vpssion_ Florida Certificate of Product Approval#FL1999 Printed 3/26/2018 1,'46.52 PM Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 Orlando, FL 32837 ALPINE Phone:(800)755-6001 AN IP.VCQV3.V T alpineitw.com Site Information: Customer Gleckler&Sons Building Supply Job Number. 500518B JobDescription: U15 PARADISE BEACH(ELITE HOMES (ATBCH))U15 PARADISE BEACH Address: DUVAL CTY City,State,Zip: ATLANTIC BEACH,FL Item Seal# Truss Item Seal# Truss 37 085.18.1032.41952 EJ35 38 085.18.1032.41873 EJ36 39 085.18.1032.42295 EJ37 tiawleuto�o s•w• • •f•4 �jje,� a. 848 i • o • s t • • f 4 E • AL A ; • This document has been electronically signed and sealed using a Digital Signature.Printed copies without an original signature must be verified usingthe original electronic version. 03/26/2018. . Florida Certificate of Product Approval#FL1999 Printed 3/26/2018 1:46:52 PM Job Number: 500518B Ply: 2 SEQN:655199 /T19 SPEC Cust:R9353 JRO: 1W91-93530008 L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.42014 Truss Label: DI 2 PLY JB ! DF 03/26/2018 --� 2 Complete Trusses Required T 14'6"8 18'2"8 22'2" 24'2" 28'4" 31'9" 7' 1'11"✓ S7' "-3,6, i 3,11 6 '{" 2, -I- 4'2" -f- 3,5„ ' =5X6 ///4X6 C D T ,2 7 � 1\14X6 =5X6 �6X1o(SRS) _4X4 ;6X10(SRS) H I T m v 1 E F T4 G M N rn B J 1 1 4-5 A K =3X4(A1) 1112X4=6XR10 1112XQ4 P VI =4X4 1112X4 =5X10 1112X42!:�=3X4(A1) =4X6 15'8"12 16'0"4 1'6".i_ T1"12 1 1'6"Q 7'0'12 2'9"4 5'11"8 38"12 3'6"12 1'6" 7'1"12 8'8" 15'8"12 + 18'6" 24'5"8 + 28'2"4 + 31'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf.NA Ce:NA VERT(LL): 0.089 G 999 240 B 1643 /660 /- /- /- /5.5 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.260 G 999 180 P 3161 /1297 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 L - - J 1315 /538 /- /- /- /5.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.040 L - - Wind reactions based on MWFRS Mean Height:22.71 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 NCBCLL:10.00 P TCDL:4.0 psf P Min Br Width Re 1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.975 g q= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.898 J Min Brg Width Req= 1.5 Re Factors Used:Yes Max Web CSI: 0.476 Bearings B,P.&J are a rigid surface. Spacing:24.0" C&C Dist a:3.18 ft P Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 Chords Tens.Comp. Chords Tens. Comp. Lumber Purlins B-C 511 -1287 F-G 143 -388 Top chord 2x4 SP#2:T4 2x4 SP SS Dense: In lieu of structural panels or rigid ceiling use purlins C-D 396-1040 G-H 509 -1290 Bot chord 2x4 SP#2 to laterally brace chords as follows: D-E 485 -1234 H-1 446 -1149 Webs 2x4 SP#3 Chord Spacing(in oc) Start(ft) End(ft) E-F 1497 -602 I-J 406 -1023 TC 86 -1.43 7.00 Nailnote TC 23 7.00 8.96 Nail Schedule:0.128"x3",min.nails TC 78 8.96 14.54 Maximum Bot Chord Forces Per Ply(Ibs) Top Chord:1 Row @12.00"o.c. TC 91 14.54 22.17 Chords Tens.Comp. Chords Tens. Comp. Bot Chord:1 Row @12.00"o.c. TC 28 22.17 24.17 Webs :1 Row @ 4"o.c. TC 50 24.17 28.33 B-S 1067 -413 N-M 1897 -729 Use equal spacing between rows and stagger nails TC 67 28.33 33.18 S-R 1081 -415 M-L 866 -334 in each row to avoid splitting. BC 120 0.15 31.60 O-N 1900 -724 L-J 857 -336 Apply purlins to any chords above or below fillers Special Loads at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(Ibs) ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp. TC:From 56 plf at -1.50 to 56 plf at 33.25 ttlflBtIM/Ab dfe C-S 401® 56 F-O 478 150 BC:From 5 plf at -1.50 to 5 plf at 0.00 BC:From 20 plf at 0.00 to 20 pif at 31.75 (� � 11&. R-E 1236 -499 O-G 597 -1584 BC:From 5 plf at 31.75 to 5 plf at 33.25 e.. • ••m � y E-P 621 -1592 G-M 311 -836 TC: 395 Ib Conc.Load at 7.03,8.93 eve•; ®,°e@4 P-F 742-1751 TC: -2 Ib Conc.Load at 17.52,19.15 TC: 29 Ib Conc.Load at 20.69 TC: 280 Ib Conc.Load at 24.20,28.30 e° TC: 71 Ib Conc.Load at 26.23 ; Q. • BC: 711 Ib Conc.Load at 7.03,8.93 BC: 17 Ib Conc.Load at 17.52,19.15 a BC: 120 Ib Conc.Load at 20.69 * T • BC: 201 Ib Conc.Load at 24.20,28.30 BC: 58 Ib Conc.Load at 26.23 a'°� o •®a r, Wind �X,+'4+.�4 0 R0 V::* Wind loads and reactions based on MWFRS. 4°vy� �1s�••oOfane® y`' 40278 4aprtettt+FAtiNttet3i� 03/26/2018 -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,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro erly attachetl rigqid ceilin Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or 910, as applicable. Appy Oates to each face.oftruss and position as shown above and on the Joint"Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MrrWcoMPAY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona. engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this gnawing for any structure is phe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far more information see this job's general notes page and these web sites: ALPINE:www.al ineitwxom;TPI: www.t inst.org;SBCA:www.sbctndustryxom;ICC:wwwJ=afe.org Orlando FL,32837 Job Number: 5005188 Ply: 1 SEAN:655155 /T10 /SPEC Cust:RR9353 JRef: 1W91-93530008 U15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.42435 Truss Label: D2 JB / DF 03/26/2018 7'1112 12'6"8 18'4"4 24'2" 26'2" 31'9" 7'11"12 4'6"12 5'9"12 5'9"12 2' 57" T 1114X6 12 1114X6 7 5X5 =3X4 %4X6(SRS) D E F T 0 o T m H N a-s-s A I T 1 =3X4(A1) =3X4 =5X5L =5X5 =3X4 =3X4(A1) 15'8"12 16'0"4 1'6" 8'1"8 7'7"4 8'1"12 2 2"12 5'7"12 1'6" 8'1"8 15'8"12 23'10"8 26'14 31'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lac Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.030 F 999 240 B 635 /170 /372 /- /212 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.095 F 999 180 L 1374 /365 1654 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 M - - H 633 /178 /375 /- /- /5.5 Des Ld: 37EXP:C.00 Mean Height:23.00 ft HORZ(TL): 0.022 M - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:4.0 psf L Min Br Width Re 1.6 Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.993 g q= BCDL:3.0 psf H Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.632 Bearings B,L,&H are a rigid surface. Spacing:24.0" C&C Dist a:3.18 it Rep Factors Used:Yes Max Web CSI: 0.339 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): I Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 226 -629 E-F 399 -915 Top chord 2x4 SP#2 C-D 248 -572 F-G 331 -688 Bot chord 2x4 SP#2 D-E 707 -255 G-H 294 -714 Webs 2x4 SP#3 Purlins Maximum Bot Chord Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. to laterally brace chords as follows: B-M 457 -110 J-H 553 -137 Chord Spacing(in oc) Start(ft) End(ft) K-J 936 -286 TC 75 -1.43 7.98 TC 63 7.98 12.54 TC 67 12.54 24.17 Maximum Web Forces Per Ply(Ibs) TC 29 24.17 26.25 Webs Tens.Comp. Webs Tens. Comp. TC 75 26.25 33.18 BC 75 0.15 31.60 D-L 468 -1023 F-J 251 -527 Apply purlins to any chords above or below fillers In"1/1/1BJ!lt; L-E 553 -1071 J-G 449 -171 at 24"OC unless shown otherwise above. � t+ t$AZP E-K 761 -223 t�77 sere Wind �� s♦ase • ••s®i Wind loads based on MWFRS with additional C&C ®eg �°1 ®•0 member design. s ¢ ° o. 648 D D 8 ! D a °Q ATE ma . wr4 40278 iiaraetrtr$elu+e►®'s� 03/26/2018 -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,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or 610, as applicable. Apply Oates to each face.ofptruss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANnwcOMPury truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pafge., 2400 Lake Orange Dr. listing this drawingq indicates acceptance of rMessionar engineerin responsibility solely for the design shown. The su!ability Suite 150 and use of this drawing for any structure is the responsibility of the�uilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.t inst.org:SBCA:www.sbcindust .com;ICC: www.icrsafe.org Orlando FL,32837 Job Number: 5005188 Ply: 1 SEAN:655156 /T2 / SPEC Cust:RR9353 JRef: 1W919353000 L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.42668 Truss Label: D3 JB / DF 03/26/2018 7'11"12 10'6"8 15'104 210"4 26'4" 31'9" 7'11"12 2'6"12 5'3"12 5'2" 5'3"12 5'5 " 1114X6 C N4X6(SRS) T 12 D 2E4 =3F4 //14 C6 N 7 T � in B H 4a-s A I 3X4(A1) =3X4 =5X8 =3X4 =3X4(A1) 15'8"12 16'0"4 1^6" 8'1"8 7'8"12 + 10'2"4 58"8 1'6", 8'1"8 15'10"4 26'0"8 Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.016 L 999 240 B 637 /177 /377 /- /179 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(fL): 0.051 J 999 180 K 1374 /422 /657 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 L - - H 629 /182 /385 /- /- /5.5 EXP:C Des Ld: 37.00 Mean Height:23.00 ft HORZ(TL): 0.023 L Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:4.0 psf K Min Br Width Re = 1.6 Soffit: 2.00 BCDL:3.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.998 g P H Min Brg Width Reg = 1.5 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.802 Bearings B,K,&H are a rigid surface. Spacing:24.0" C&C Dist a:3.18 ft Rep Factors Used:Yes Max Web CSI: 0.621 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 249 -630 F-G 296 -591 Top chord 2x4 SP#2 C-D 278 -525 G-H 283 -750 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-L 456 -106 K-J 402 -133 to laterally brace chords as follows: L-K 439 -90 J-H 585 -126 Chord Spacing(in oc) Start(ft) End(ft) TC 74 -1.43 7.96 TC 36 7.98 10.54 Maximum Web Forces Per Ply(Ibs) TC 75 10.54 33.18 Webs Tens.Comp. Webs Tens. Comp. BC 120 0.15 31.60 Apply purlins to any chords above or below fillers D-K 333 -820 K-F 368 -812 at 24"OC unless shown otherwise above. t��s+ntttaaaorytei Wind �7fst Wind loads based on MWFRS with additional C&C *�, v♦ member design. �ao•j° ' e°A•• fila • ' • i a. 646 • • a • • I 1 • 7 O fP � NAL ,A #0 27 raaaultil e10 03/26/2018 "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,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingInsalled per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face.oftrussand position as shown above and on the Joinf Details, unless noted otherwise. (2efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mawcoHrr�rvr truss in conformance with ANSI] 1,or for handli4 shlppinq,installation and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona, engineering responsibility solely forthe design shown. The sui ability Suite 150 and use of this drawing for any structure is hie responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA:www.sbcindustry.com:ICC:www.iccsafe.org Orlando FL,32837 ,Job b Number: 500518B Ply: 1 SEAN:655157 /T4 / SPEC Cusl:RR9353 JRef: 1W9193530008 U15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.42591 Truss Label: D4 JB / DF 03/26/2018 F 7'1112 8'�"8 15'7" + 24'4" + 31'9" 7'11"12 6'12 7'0"8 8'9" 7'5" 1114X6 ///4X6(SRS) C p2 =3E4 T3 =5XF6 12 T o (a) ° o � � m v � 1B G _s 1 AH =3X4(Al) 1112X4 =5X5 1112X4 =3X4(A1) 3X4 15'8"12 16'0"4 1'6" 8'11.8 6"12 7'2"4 8'3"12 7'6"12 1'6" 8'1"8 8' "4 15'10"8 242"4 31'9" Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.020 D 999 240 B 662 /209 /419 /- /179 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.091 D 999 180 J 1269 /429 /601 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 K - - G 692 /211 /423 /- /- /5.5 EXP:C HORZ TL: 0.020 K Wind reactions based on MWFRS Des 37.00 Mean Height:23.00 ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:4.0 psf J Min Br Width Re 1.5 Soffit: 2.00 BCDL:3.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.995 g q= Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.683 B Min Brg Width Req= 1.5 Re Factors Used:Yes Max Web CSI: 0.655 Bearings B,J.&G are a rigid surface. Spacing:24.0" C&C Dist a:3.18 ft p Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): I Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 318 -690 D-E 347 -508 Top chord 2x4 SP#2:T2,T3 2x4 SP SS Dense: C-D 263 -394 F-G 299 -737 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-K 512 -150 1-G 540 -85 member.Or 1x4#3SRB SPF-S or better'T' J-1 546 -84 reinforcement.80%length of web member.Attached with 8d Box or Gun(0.1 13"x2.5",min.)nails @ 6"oc. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins K-L 623 -148 E-J 441 -844 to laterally brace chords as follows: L-E 659 -158 J-F 182 -604 Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.43 7.98 9 1111110111,7114 TC 8 7.98 8.54TC 75 8.54 24.33 M'� 1 1 '4?e TC 60 24.33 33.18 �9.06 °*`•er BC 75 0.15 31.60 •�•t s�% Apply purlins to any chords above or below fillers 'f/ • at 24' OC unless shown otherwise above. e° a 6 r Wind �' ■ 0. , Wind loads based on MWFRS with additional C&C member design. o • e a ATE /0NAL 1 #0 278 n�+aier+aet+�llutee� 03/26/2018 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin insIglled per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANnwcoMPAM' truss in conformance with ANSIPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely forthe design shown. The sui ability Suite 150 and use of this drawing, for any structure is fhe responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.t inst.org;SBCA:www.sbcindustry.com;ICC:w Jccsafe.org Orlando FL,32837 Job Number: 5005186 Ply: 2 SEAN:655193 /T27 /HIPS Cust:R R9353 JRef: 1 W9L93530008 U15 PARADISE BEACH City: 1 FROM:TPF DrwNo: 085.18.1032.42293 Truss Label: D5 2 PLY JS / DF 03/26/2018 2 Complete Trusses Required 4'11"5 9'5" 15'10"8 22'4" 26'9"11 31'9" 4'11"5 4'S"11 6'5"8 6'5"8 4'5"11 4'11"5 5X6 III 2X4 =5X6 C D E T XA \��JZZ ,2F4Ln G a_s H 3X4(A1) =3X4 =7X8 =3X4 =3X4(A1) 16812 16'0"4 9'5" 6 5"86'58 915, 1,6" 9'5" T 15'10 22'4" 3119" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.018 K 999 240 A 832 /357 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.050 K 999 180 J 3957 /1497 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 B - - G 504 1209 /- /- /- /5.5 EXP:C Des Ld: 37.00 Mean Height:23.42 ft HORZ(TL): 0.009 B Wind reactions based on MWFRS NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5 Soffit: 2.00BCDL:3.0 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.975 J Min Brg Width Req= 2.0 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.497 G Min Brg Width Req= 1.5 Bearings A,J,&G are a rigid surface. Spacing:24.0" C&C Dist a:3.18 ft Rep Factors Used:No Max Web CSI: 0.540 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver:17.02.026.0123.11 Chords Tens.Comp. Chords Tens. Comp. Lumber Purlins A-B 327 -729 B-C 250 -617 Top chord 2x4 SP#2 In lieu of structural panels or rigid ceiling use purlins Bot chord 2x6 SP SS Dense to laterally brace chords as follows: PI P d F Bot Ch B imum oorForces Per Webs 2x4 SP#3 Chord Spacing(in oc) Start(ft) End(ft) Maxy(Ibs) TC 120 0.00 33.18 Chords Tens.Comp. Chords Tens. Comp. Nailnote BC 120 0.15 31.60 Apply purlins to any chords above or below fillers Chord: Top Chord:1 Row @122.00"o.c. A-K 601 -265 K-J 505 197 Nail dule:0.128"x min.nails at 24' OC unless shown otherwise above. Bot Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(Ibs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails C-K 742 -290 C-J 378 -869 in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 56 plf at 0.00 to 56 plf at 7.06 t18filFltU TC:From 28 plf at 7.06 to 28 plf at 9.42j®gB� TC:From 56 plf at 9.42 to 56 pif at 33.25 BC:From 20 plf at 0.00 to 20 pif at 7.06 eo ■ .• BC:From 10 plf at 7.06 to 10 pif at 15.88 •e*® �•® 9 BC:From 20 plf at 15.88 to 20 plf at 31.75 BC:From 5 pif at 31.75 to 5 pif at 33.25 BC:-105 Ib Conc.Load at 7.06 • BC: -13 Ib Conc.Load at 9.06 648 e BC:1001 Ib Conc.Load at 11.06 ra BC:1004 Ib Conc.Load at 13.06 BC: 992 Ib Conc.Load at 15.06 / w n • Wind o ee Wind loads and reactions based on MWFRS. �i%��°p*g®/CC •®wm®mAaw®eew #0 278 �syONAtraaeat� 03/26/2018 **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,by TPI and SBCA) r sa�ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attached ri id ceilln Locations shown forpermanent lateral restraint of webs shall have brachq installed per BCSI sections 63,B7 or 910, as applicable. Appy Oates to each face.oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the n wcourury truss in conformance with ANSI�I PI 1,or for handlin shipping,Installation and bracing of trussesA seal on this drawing or cover pane,, 2400 Lake Orange Dr. listing this drawin indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suifabllity Suite 150 and use of this �rawing for any structure is the responsibility of the Building Designer per ANS11TPI 1 Sec.2. Far more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindust .corn;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 500518B Ply: 1 SEAN:655158 /T21 /HIPM Cust:RR9353 JRef: 1W9L93530008 U15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.42449 Truss Label: D6 JB I DF 03/26/2018 4'10" 10'1"15 162" 4'10" 5'3"15 6'1"1 1113X4 =06 A B 12 Q 7 3X4 C D cs G F E 1112X6 =3X8 =5X5 2X4(A1) 16'3" 4'8"4 577 5'11"5 4 10'3"11 16'3" 1'6"--� Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.019 F 999 240 H 609 /229 /360 /- /255 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.052 F 999 180 D 716 /140 /464 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 F - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:24.00 ft HORZ(TL): 0.013 F H Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= 1.5 id surface.H&D are a s rigid Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.977 Bearings g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.383 Re Factors Used:Yes Max Web CSI: 0.503 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft p Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 B-C 136 -456 C-D 208 -873 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 G-F 687 -63 F-D 690 -62 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) A-H 339 -573 G-C 244 -431 TC 58 0.00 4.83 A-G 563 -306 TC 73 4.83 17.68 BC 120 0.00 16.10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind 't tl D%000� Wind loads based on MWFRS with additional C&C member design. S ttd�/ Left end vertical not exposed to wind pressure. ®°moo°e v woo, �{ � � s a � e y 0 a r e o a ATE A' # � � 0 278`P��f�aa��atetactUtt4 � 03/26/2018 **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,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Appy plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,V, �,,,rJ,,. truss in conformance with ANSI 1,or for handlin shipping,installation and bracing of.trussesA seal on this drawing or cover pa e,, 2400 Lake Orange Dr. listing this drawin indicates acceptance of ro essronag engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindust .coin;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 5005188 Ply: 1 SEAN:655159 /T12 /HIPM Cust:RR9353 JRef: 1W91-93530008 U15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.42419 Truss Label: D7 JB / DF 03/26/2018 16'3" 2'16" 6'3"15 7'11 -3X3 =4X4 A B 12 Q 7 `a 3X4 C D as F E 1112x6 ,Job 5005188 Ply: 1 SEQN:655189 /T39 /HIPS Cusl:RR9353 JRef: 1W91-93530008 L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.43042 Truss Label: E8 JB / DF 03/26/2018 7' 11'1"12 15'3"8 22'3"8 7' 4'1"12 4'1"12 7' 5X8 1112X4 =5X8 C D E 12 7 n zo vSO N N B F 4"5 A I H G 4XB(B3) 1113X4 =6X6 1113X4 =4X8(83) 22'3"8 1'6" 7'1"124' 7'1"12 7'1"12 11'1"12 15'4'1"12 22'3"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.148 D 999 240 B 2483 /1088 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.403 D 958 180 F 2390 /1030 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.050 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:22.71 ft HORZ(TL): 0.093 G - - B Min Brg Width Req= 2.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 2.4 TCDL:4.0 psf Bearings B&F are a rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.964 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.962 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.321 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/l0(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 B-C 1834 -4184 D-E 1801 -4065 Lumber C-D 1801 -4065 E-F 1840 -4195 Top chord 2x4 SP#2 Bot chord 2x4 SP SS Dense Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Special Loads B-I 3521 -1524 H-G 3563 -1535 I-H 3551 -1527 G-F 3533 -1531 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 56 plf at -1.50 to 56 plf at 7.00 PI P Web Forces Per Maximum We TC:From 28 plf at 7.00 to 28 plf at 15.29 Maxy(lbs) TC:From 56 plf at 15.29 to 56 plf at 22.29 Webs Tens.Comp. Webs Tens. Comp. BC:From 5 plf at -1.50 to 5 plf at 0.00 C-1 833 93 H-E 707 . -375 BC:From 20 plf at 0.00 to 20 plf at 7.03 C-H 724 -386 G-E 844 -99 BC:From 10 plf at 7.03 to 10 plf at 15.26 D-H 526 -598 BC:From 20 plf at 15.26 to 20 plf at 22.29 TC: 395 Ib Conc.Load at 7.03,15.26 TC: 170 Ib Conc.Load at 9.06,13.23 69tYfffF TC: 341 Ib Conc.Load at 11.15 4411" BC: 711 Ib Conc.Load at 7.03,15.26 S ddlpr BC: 127 Ib Conc.Load at 9.06,13.23 7< BC: 255 Ib Conc.Load at 11.15 ��®°♦+*° " ee++®�+ Purlins In lieu of structural panels or rigid ceiling use purlins °° $ to laterally brace chords as follows: ` ± 4648 • Chord Spacing(in oc) Start(ft) End(ft) 4 s TC 26 7.00 15.29 ® + BC 63 0.15 22.15 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind s R,� ®®s° �4 Wind loads and reactions based on MWFRS. �'�Pi S; °/�+a�s � +�A:° V N� E� AN #0 278 r�''fi 14114; faf'W1010 03/26/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCS]sections B3,B7 or 610, as applicabgle. Apply Oates to each face ofptruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the m„r�,,co,w, truss in conformance with ANSI PI 1,or for handlln4,shippinfq,installation and bracing of.trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona, engmeerm responsibility solely for the design shown. The suitability Suite 150 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S.2. --- For more information see this job's general notes page and these web sites: ALPINE:www.alpineltw.com;TPI: www.tpinst.org;sack www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 500518B Ply: 1 SEAN:655160 /T37 /SPEC Cust:R R9353 JRef: 1W91_93530008 U15 PARADISE BEACH Qly: 1 FROM:TPF DrwNo: 085.18.1032.42215 Truss Label: E9 JB / DF 03/26/2018 4'8"13 9' 13'3"8 17'3"8 22'3"8 4'8"13 4'3"3 4'3"8 4' 5' =4X6 =4X4 C D 12 7 2X4 \><1112X4 B F T in �s ZA L4 11 Li I H B2 G 3X4(A1) =3X4 =5X6 1113X6 22'3"8 9' 4'112 9'1"12 9' + 13'1"12 22'3"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.038 1 999 240 A 855 /348 /475 /- /148 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.106 1 999 180 G 844 /368 /399 /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.017 G - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:23.73 ft HORZ(T ) g q L: 0.032 G A Min Bi Width Re 1.5 TCDL:4.0 psf NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 G Min Big Width Req= 1.5 s rigid Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.984 Bearings A&G are a gid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.997 Re Factors Used:Yes Max Web CSI: 0.771 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 tt p Maximum Tap Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Camp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 A-B 579 -1320 C-D 467 -886 Lumber B-C 491 -1078 D-E 479 -1064 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2:B2 2x4 SP SS Dense: Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Purlins A-1 1097 -563 H-G 1054 -498 I-H 874 -364 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(Ibs) TC 61 0.00 9.00 Webs Tens.Comp. TC 51 9.00 13.29 E-G 574 -1204 TC 56 13.29 17.29 TC 60 17.29 22.29 BC 91 0.15 22.29 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. 'l9ftRH�tlyg Wind Wind loads based on MWFRS with additional C&C member design. "®o°'®® ® ■em``.� y Right end vertical not exposed to wind pressure. s $ a a • • B 8 ATE L QRVQ � #o ��'"''uunr+aanut►►u��' 03/26/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,67 or 810, as appllcab�le. Apply plates to each face.of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mmaccmpa truss in conformance with ANSI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engmeerm responsibility solely for the design shown. The suiCability Suite 150 and use of this drawing for any structure is thhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: w Apinst.org;SBCA:www.sbcindust .com;ICC:wJcrsafe.org Orlando FL,32837 Job Number: 5005188 Ply: 1 SEAN:655161 /T35 /SPEC Cust:RR9353 JRef: 1 W91_93530008 L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.42153 Truss Label: E10 JB / DF 03/26/2018 6'6"8 10'6"8 14'10" 2110" 7' =4X4 C 12 11128X4 =4X112 1112X4 m 7 (a) A —r 1 re 1 1112X6(82) = 1113X6 3X4 =5X5 F 21'10" 64 8'1"12 7' ' 6'84 1410" 21'10" ; Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh !RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.044 D 999 240 A 832 /197 /464 /- /176 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.123 D 999 180 F 832 /255 /413 !- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 B - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 MeHORZ(TL): 0.029 B A Min Brg Width Req= - NCBCLL:10.00 TCD Height:24.45 ft L:4.0 psf Code/Misc Criteria Creep Factor:2.0 F Min Br 9 Width Req= 1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.996 Bearing F is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.416 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.890 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 A-B 430 -1227 C-D 592 -1266 Lumber B-C 575-1185 Top chord 2x4 SP#2 Bot chord 2x4 SP SS Dense Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Wedge 2x4 SP#3: A-H 977 -440 G-F 1029 -437 Bracing H-G 688 -288 (a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T" Maximum Web Forces Per Ply(Ibs) reinforcement.80%length of web member.Attached Webs Tens.Comp. Webs Tens. Comp. with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. H-C 523 -266 D-F 507 -1195 Purlins C-G 636 -290 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) t111111111t1IM141 '� TC 57 0.00 10.69 TC 56 10.69 14.83 yid, TC 75 14.83 21.83 BC 120 0.00 21.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. o f s s Hangers/Ties � o° ®. 648 e � (J)Hanger Support Required,by others ■ Wind o �° Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. ��w`++�4 MP0°so��o` mfr/� 4027 Z"",4,S/0N k. G�a �"�+rrnte�rtanauest��° 03/26/2018 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rig4id ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as appllcati a. Apply plates to each face,oftrussand position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin$g�Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the � wcowM truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page•• 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essiona engineering responsibility solely for the design shown. The suifablllty Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.t inst.org;SBCA:www.sbcindust .com:ICC:www.iccsafe.org Odando FL,32837 Job Number: 5005188 Ply: 1 SEAN:655162 I T31 /SPEC Cust:R R9353 JRef: 1 W91-93530008 L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.42232 Truss Label: Ell JB / DF 03/26/2018 676 10'8"4 12'10" 21'10" 6" 4'0"14 T 4'0"14 2'1"12 =4X4 E AMB(SRS) 1113X6 F T5 G °3pX4 12;4X4 - 7 1113X68 ;4M6 SRS) TA T N 1 i L K J I H 1112X6 =4X8 =5X6 =3X4 1112X6 21'10" 2'4"12 8'3"8 6'7"12 4'6" r 2'4"12 10'8"4 + 17'4" + 21'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.045 D 999 240 L 832 /190 /449 !- /144 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.126 D 999 180 H 832 /308 /426 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 A - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 TCD MeL:4.0 psf Height:25.08 ft HORZ(TL): 0.036 A L Min Brg Width Req= - NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 9 Width Req= 1.5 H Min Br Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.993 Bearing H is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.669 Re Factors Used:Yes Max Web CSI: 0.591 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.16 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 A-B 356 -961 D-E 399 -895 Lumber B-C 372 -996 E-F 458 -926 C-D 524 -1246 F-G 201 -493 Top chord 2x4 SP#2:T5 2x4 SP SS Dense: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Purlins K-J 930 -486 J-1 890 -433 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(Ibs) TC 8 0.00 0.54 Webs Tens.Comp. Webs Tens. Comp. TC 24 0.54 2.54 A-L 315 -832 J-F 307 475 TC 61 2.54 10.69 TC 30 10.69 12.83 A-K 1188 -425 F-I 359 -615 TC 75 12.83 21.83 K-C 337 -615 1-G 762 -311 BC 75 0.00 21.83 E-J 822 -407 G-H 396 -798 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. t111MUM141 Hangers/Ties � `�'tr✓i (J)Hanger Support Required,by others °®*°°° • e •e°e r✓g, g� d 4 Wind Wind loads based on MWFRS with additional CSC ; a member design. gam"' ; ®. 648 Right end vertical not exposed to wind pressure. m c e a • a A ATE ® r Q O rrsr`,4�tr •e:ama.s vol #0 27s '�� ,S/ONAk-E a 'u�atrt��euno '� 03/26/2018 **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,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10. _ as applicable. Apply plates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Defer to ALPINE drawings 16OA-Z for standard plate positions. �LPPII NN t Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the MMco,,,,,,,,,., truss in conformance with ANSI PI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover paqe,, 2400 Lake Orange Dr. listing this drawin indicates acceptance of ro�'essionag engineerin responsibility solely for the design shown. The suiCability and use of this Orawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.tpinst.org;SBCA:www.sbcindus .com;ICC:www.icc-safe.org Orlando FL,32837 Job Number: 5005188 Ply: 1 SEQN:655163 !T32 SPEC Cust:R9353 JRef: 1W91-93530008 Ll15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.42699 Truss Label: E12 JB / OF 03126/2018 2'6"8 4'6"8 10'6"8 16'2"4 21'10" 2'6"8 2' 6' 5'7"12 5712 5X6 1112X4 1113X4 D E F 12 =4X6 \\\4X6(SRS) 7 B C (a) n T1112X4 A T 11 K J I H G 1113X6 =3X4 =5X6 =3X10 1112X6 21'10" 6'5"4 5'6" 5'7"12 10'8"4 16'2"4 21'10„ Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.029 1 999 240 K 832 /193 /468 /- /170 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.081 1 999 180 G 832 /355 /431 /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.012 B - - Wind reactions based on MWFRS EXP:C Des U37.00 TCD MeL:4.0 psf Height:25.03 ft HORZ(TL): 0.022 B K Min Brg Width Req= - NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 9 Width Req= 1.5 G Min Br Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.984 Bearing G is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.628 Re Factors Used:Yes Max Web CSI: 0.642 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft p Maximum Top Chord Forces Per Ply(Ibs) Lac.from pi:0.11:not in 9.00 ft FT/RT:ype(s10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 B-C 430 -998 D-E 280 -574 Lumber C-D 375 -929 E-F 280 -574 Top chord 2x4 SP#2 Bot chord 2x4 SP SS Dense Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Bracing K-J 624 -450 1-H 732 -388 J-1 1051 -614 (a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better`7 Maximum Web Forces Per Ply(Ibs) reinforcement.80%length of web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. Webs Tens.Comp. Webs Tens. Comp. Purlins K-13 337 -947 H-F 874 -426 B-J 752 -273 F-G 418 -786 In lieu of structural panels or rigid ceiling use purlins J-C 277 -541 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 35 0.00 2.54 yip�t TC 24 2.54 4.54 �ttpf� TC 70 4.54 10.54 S TC 75 10.54 21.83 • BC 120 0.00 21.83 so¢°•® e•a°®s Apply purlins to any chords above or below fillers Qa6 � i7�`• at 24' OC unless shown otherwise above. .t O Hangers/Ties 648o (J)Hanger Support Required,by others • Wind � � • �T� C Wind loads based on MWFRS with additional C&C o• a' Q member design. . • • a Right end vertical not exposed to wind pressure. P'�.��} •°.� L Q�,�..•o•��Iy�� •••awawe 40 278' �f�Udff dffll{b1t!{1��t� 03/26/2018 **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,by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proLerly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or 810, as applicable. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANaWCo„,,,,M truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawin indicates acceptance of pro)essionafi engineerinct responsibility solely for the design shown. The s iiTablllty and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:-www.al ineitw.com:TPI:www.t inst.org;SBCA:www.sbcindus .com;ICC: www.icesafe.org Orlando FL,32837 Job Number: 5005188 Ply: 1 SEQN:655164 /T25 /SPEC Cust:R R9353 JRef: 1W91-93530008 L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.41953 Truss Label: E13 JB / DF 03/26/2018 6''1"12 12'6"8 21'10" 44"12 4'4"12 4'7"12 47"12 =4X4 =3X4 1112X4 E F G ,,3X4 D 12 7 --4X64Xa6 ;06 RS T luzxa C A T A0) 1 1 K J H 1113X6 Job Number: 500518B Ply: 1 SEAN:655165 /T30 /SPEC Cust:RR9353 JRef: 1W9193530008 L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.42138 Truss Label: E14 JB / DF 03/26/2018 2'7"8 8'3"8 14'2" 21'1" 21.10" X2'1"8 } 6'2" 510"8 'F 6.11•. 9" =5X5 55X5 1112X4 D E F 12 7 _,3X4 C (a) (a) a1 1112X4 1114X6(SRS A E T 1 J H G 1113X6 =5X5 =3X8 1113X6 21'10" 8' 6712 F 8' 14'3"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U 1 Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.033 1 999 240 J 832 /157 /476 /- /227 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.092 1 999 180 G 832 /312 /472 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 G - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:26.13 ft HORZ(TL): 0.023 G J Min Brg Width Req= - NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.999 Bearing G is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.974 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.845 Loc.from endwall:not in 9.00 ft FT/RT: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:1.33 WAVE VIEW Ver:17.02.028.0123.11 B-C 327 -1112 D-E 283 -510 Lumber C-D 254 -674 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Bracing J-1 1029 -687 I-H 885 -474 (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member.Or 1x4#3SRB SPF-S or better"T" reinforcement.80%length of web member.Attached Webs Tens.Comp. Webs Tens. Comp. with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. J-B 508 -1258 H-E 718 -365 Purlins C-H 280 -487 E-G 424 -753 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 26 0.00 2.13 9RFiIfltfJ TC 65 2.13 14.17 ad, yd TC 75 14.17 21.08 �Bjo TC 10 21.08 21.83 1 Aga• • •a®® BC 104 0.00 21.83 m a° °® Apply purlins to any chords above or below fillers 6 ® m at 24"OC unless shown otherwise above. � a Hangers/Ties o �?, 648 a (J)Hanger Support Required,by others a t + + Wind aa Wind loads based on MWFRS with additional C&C " e¢ �TE Q$ member design. �� °°° Right end vertical not exposed to wind pressure. �Pdy' @�oQg 0 ° #0 278 O NAS t 03/26/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for ermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or 910, _ as applicable. Apply plates to each face.ofptruss and position as shown above and on the Joinf-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. L�I Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mmvcompu truss in conformance with ANSI/ PI 1,or for handling,shippirip,installation and bracing oftrussesA seal on this drawing or cover pa e 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The su!t9ability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA: www.sbcindust .com;ICC: w Jccsafe.org Orlando FL,32837 Job Number: 5005188 Ply: 1 SEAN:655166 /T13 /HIPS Cust:R R9353 JRef: 1 W91_93530008 L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.42663 Truss Label: E15 JB / DF 03/26/2018 7'4"9 I 14'6"8 20'8"8 i' 26'0"8 7'4"9 7'1"15 6'2" 5'4" =4X8 =4X6 C D 1113X4 E 12 7 SXS B (b) (a) (a) A 1 1113X6(62) 1112X4 =5X5 =3X8 1112X6 26'0"8 7'33' 7'3"3 + 206 + 56" 250"2612 8714'6"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.054 1 999 240 A 992 /231 /582 /- /244 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.152 1 999 180 F 992 /275 /494 /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.022 G - - Wind reactions based on MWFRS EXP:C 042 G A Min Br Width Re Des Ld: 37.00 Mean Height:25.62 ft HORZ�L): 0. g q TCDL:4.0 psf NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= - Soffit: 2.00Bldg Code: FBC 2017 RES Max TC CSI: 0.993 BCDL:3.0 psf 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: 0.999 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.631 Maximum Top Chord Forces Per Ply(lbs) 0 110 0 Chords Tens.Comp. Chords Tens. Comp. FT/RT:20 Loc.from endwall:not in 9.00 ft ( ) ( ) GCpi:0.18 Plate Type(s): A-B 521 -1501 C-D 343 -510 Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 B-C 439 -979 D-E 320 -652 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-1 1207 -571 H-G 754 -316 :Lt Wedge 2x4 SP#3: I-H 1205 -571 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) member.Or 1x4#3SRB SPF-S or better"T" Webs Tens.Comp. Webs Tens. Comp. reinforcement.80%length of web member.Attached B-H 308 -535 G-E 735 -294 with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. C-H 475 -128 E-F 449 -949 (b)Continuous lateral restraint equally spaced on C-G 200 -432 member.Or 2x4#3 or better"T"reinforcement.80% length of web member.Attached with 16d Box or Gun (0.1 35"x3.5",min.)nails @ 6"oc. 6Fif8BfHldd Purlins �d!J*" In lieu of structural panels or rigid ceiling use purlins ry' to laterally brace chords as follows: °+•°' ' e'"•® Chord Spacing(in oc) Start(ft) End(ft) TC 49 0.00 14.54 TC 74 14.54 20.71 °m ° TC 74 20.71 26.04 o648a BC 113 0.00 26.04 Apply purlins to any chords above or below fillers o / at 24"OC unless shown otherwise above. * ; g Hangers/Ties ATE� .�: (J)Hanger Support Required,by others ••° fiL ®� •°®�(G ^gR • Wind gry'P °a °®SVR®•* °P�\�+ Wind loads based on MWFRS with additional C&C #0 278'`<` Ur� AL.t� Vy�'o°�� member design. �dlut t l°� Right end vertical not exposed to wind pressure. 03/26/2018 **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,by TPI and SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or 910, as applicable. Applgy plates to each face,of russ and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the" MrrWCOMPMY truss in conformance with ANSI/TPI 1,or for handl%shippinlq,installation and bracing of trussesA seal on this drawing or cover page,. 2400 Lake Orange Dr. listing this drawingQ indicates acceptance of pro essiona, engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:w Jccsafe.org- Orlando FL,32837 Job Number: 500518B Ply: 1 SEAN:655167 /T28 /HIPS Cusl:RR9353 JRef: 1W91-93530008 L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.42013 Truss Label: E16 JB / DF 03/26/2018 6'10"9 13' L,-j,1,' 8'1" 6'16"2 �- 6'1"7 �- 51" =5X6 1112X4 =4X6 C o E F 12 7 03 B 4 A(a) X4 ZA � k9 h a-s J I H G 3X4(Al) 1112X4 =5X5 =3X8 1113X6 26'6" 6'8"13 63.3 5'1" 8'5" 6'8"13 13' 18'1" 266" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.047 J 999 240 A 1015 1239 /597 /- /217 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.132 J 999 180 G 1004 /308 1496 - BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 G - - Wind reactions based on MWFRS EXP:C 0.038 G A Min Br Width Re 1.5 TCDL:4.0 psf Des Ldg: 37.00 Mean Height:24.90 ft HORZ�L): g q NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= - rigid Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.990 Bearing A is a gid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.968 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.759 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.026.0123.11 A-B 570 -1609 C-D 426 -787 Lumber B-C 486 -1121 D-E 426 -787 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. A-J 1318 -629 1-H 885 -394 Bracing J-I 1315 -630 (a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T" reinforcement.80%length of web member.Attached Maximum Web Forces Per Ply(Ibs) with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. Webs Tens.Comp. Webs Tens. Comp. Purlins B-1 284 -512 H-E 758 -301 C-1 381 -125 E-G 417 -918 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 52 0.00 13.00 1�fElfl6rp TC 74 13.00 23.17 1441, TC 46 23.17 26.50 ;F BC 98 0.15 26.50 °�°°° ° •o-. ®g Apply purlins to any chords above or below fillers p� �a°- ` S o at 24"OC unless shown otherwise above. Hangers/Ties ; m (J)Hanger Support Required,by others } 0' • Wind Wind loads based on MWFRS with additional C&C ° �`i'� member design. ".�m w ®®® Right end vertical not exposed to wind pressure. r�•••Q�/ c 0 R\,� 4 #0 278 +xrrl�tra�etuuet 03/26/2018 **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,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or 610, as applicable. Appy prates to each faceoftrussand position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIfPI 1,or for handlin shipping,instal lation.and bracing of trussesA seal on this drawing or cover pa a.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslonar engineering responsibility solely for the design shown. The su!ability Suite 150 and use of this gnawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 500518B Ply: 1 SEAN:655168 /T20 /HIPS Cust:RR9353 JRef: 1W91-93530008 1-/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.42761 Truss Label: E17 JB / DF 03/26/2018 5'109 11' 18'1" 25'2" 26'6" 5'10"9 5'1"7 7'1" 7'1" 1'4" =5X6 1112X4 =5X5 D E F 2X4 G 12 03X4 7 C (a) - N D) W 1� N B d'Sf9 F A KJ I H U4(A1) 1112X4 =5X5 =4X8 1113X6 26'6" f-1'6" 5'813 5,3"3 7'1" 8'5" 5'813 11' 18'1" 26'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lot Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.052 J 999 240 B 1105 /272 /668 /- /221 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.145 J 999 180 H 1001 /358 /493 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 H - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.037 H B Min Big Width Req= 1.5 Mean Height:23.88 ft Code/Misc Criteria CreepFactor:2.o H Min Brg Width Req= - NCBCLL:10.00 TCDL:4.0 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.986 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.979 Re Factors Used:Yes Max Web CSI: 0.784 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft p Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.026.0123.11 B-C 560 -1613 D-E 450 -952 Lumber C-D 510 -1246 E-F 450 -952 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Bracing B-K 1325 -639 J-1 1014 -465 K-J 1323 -640 (a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T" reinforcement.80%length of web member.Attached Maximum Web Forces Per Ply(lbs) with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. Webs Tens.Comp. Webs Tens. Comp. Purlins D-J 379 -84 1-F 1039 -440 E-1 322 -461 F-H 444 -915 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) tt �f@!l6 TC 52 -1.43 11.00 d1Fld TC 56 11.00 25.17 F lr�f®poi TC 19 25.17 26.50 BC 102 0.15 26.50 Apply purlins to any chords above or below fillers m®° at 24"OC unless shown otherwise above. o t r Hangers/Ties648 a° ffi • �. r (J)Hanger Support Required,by others a r r � • ,� Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. #0 2784x/ ® t �+ 03/26/2018 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for sa ety or prior to performing these functions. Installers shall provide temporary bracing per BCSI.,Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilln Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face oftrussand position as shown above and on the Join f Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildi ncL Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Mrr�yrbupAW truss in conformance with ANSIPI1,or for handllnj shippinq,installation and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)esslonar engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing, for any structure is tPhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL.32837 Job Number: 500518B Ply: 1 SEAN:655169 /T26 /HIPM Cust:R R9353 JRef: 1 W91-93530008 U15 PARADISE BEACH Qty: 1 FROM:TPF DnwNo: 085.18.1032.42638 Truss Label: E18 JS / DF 03/26/2018 13 9' 14'10" 20'8" 26'6" 13 4'3"3 5'10., 5'10" 5'10" 4X6 =3X4 =5X5 1113X4 D E F G 12 2X4 7 C r m in io B 4'S A K J I H 2X4(A1) =5X6 =5X5 =3X4 1112X4 18'4"4 T3"8Ot� F 1'6" 9112 1 9'2"8 7'3"8 10" 9'1"12 18'4"4 25'7"12 26' , Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.017 D 999 240 B 712 /260 /451 /- /277 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.051 K 999 180 J 1261 /598 /646'/- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 C - - 1 263 /26 /156 /- 1- /3.5 Des LdEXP:C: 37.00 eight:23.30 ft HORZ(TL): 0.012 C - - H -131 /131 Mean H NCBCLL:10.00 TCDL:Height: psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.956 B Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.854 J Min Brg Width Req= 1.5 Re Factors Used:Yes Max Web CSI: 0.625 1 Min Brg Width Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft P H Min Brg Width Req= - Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Bearings B,J,&I are a rigid surface.GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 B-C 304 -863 D-E 238 -489 Webs 2x4 SP#3 C-D 219 -626 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) to laterally brace chords as follows: Chords.Tens.Comp. Chord Spacing(in oc) Start(ft) End(ft) B-K 698 -429 TC 72 -1.43 9.00 TC 75 9.00 26.50 BC 75 0.15 26.50 Maximum Web Forces Per Ply(Ibs) Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24"OC unless shown otherwise above. K-E 461 -208 J-F 304 -482 Hangers/Ties11M1Fitl! E-J 442 -778 (J)Hanger Support Required,by others �/�f�d 'rlf�s fie Wind + os• ° •®+® ♦ �gwo Wind loads based on MWFRS with additional C&C A�+° member design. .T + Right end vertical not exposed to wind pressure. a Q. i • a • s � s • e e a E NNAt #0 278 ne�auluyte0aeouaaaaaa�`'� 03/26/2018 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceilin Locations shown forpermanentlateral restraint of webs shall have bracin Insalled per BCSI sections B3,B7 or 910, _ as applicable. Apply plates to each face,o truss and position as shown above and on the Join Details, unless noted otherwise. f�efer to ALPINE� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ,wmvcoMPnrw truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover pa e., 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineer responsibility solely for the design shown. The suit9ablllty Suite 150 and use of this drawing for any structure is the responsibility of the ouilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com:TPI:www.t inst.org;SBCA:www.sbcindust .com:ICC:www.icesafe.org Orlando FL,32837 Job Number: 5005188 Ply: 1 SEAN:655190 !T47 /HIPM Cust:R R9353 JRef: 1 W9L93530008 1_/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.42106 Truss Label: E19 Page 1 of 2 JB / DF 03/26/2018 7' 13'7"12 20' 26'6" r 7' 6712 6'4"4 6'6" 5X8 =_5X5 =H0610 1113X4 C D T2 E F T 12 7 P w � N 1 B � d_5 A K i MI H9 4X6(84) 1113X4 =5X5 =4X6 B2 =3X4 G 1112X4 18'4"4 7'3"8- J 7'1"12 62"85' 7'3"8 10"fl 1'6" } 7'1"12 13'4"4 + 18'4"4 + 257'12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.064 K 999 240 B 1586 /692 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.180 K 999 180 1 2902 /1269 /- /- /- /3.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.023 1 - - H 336 /139 /107 !- /- /3.5 EXP:C Des Ld: 37.00 HORZ(TL): 0.043 1 G -177 /177 Mean Height:22.71 ft Code/Misc Criteria CreepFactor:2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:3.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.968 B Min Br gWidthRe q= 1.6 p TPI Std: 2014 Max BC CSI: 0.815 I Min Brg Width Req= 3.1 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.723 H Min Brg Width Req= 1.5 G Min Brg Width Req= - Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Bearings B,I,&H are a rigid surface. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE,HS VIEW Ver:17.02.026.0123.11 Members not listed have forces less than 375# Lumber Purlins Maximum Top Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2:T2 2x4 SP SS Dense: In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense:62 2x4 SP#2: to laterally brace chords as follows: B-C 1090 -2506 D-E 879 -418 Webs 2x4 SP#3 Chord Spacing(in oc) Start(ft) End(ft) C-D 552 -1252 TC 36 -1.43 7.00 Bracing TC 60 7.00 26.50 (a)Continuous lateral restraint equally spaced on BC 75 0.15 ' 26.50 Maximum Bot Chord Forces Per Ply(Ibs) member.Or 1x4#3SRB SPF-S or better"T" Apply purlins to any chords above or below fillers Chords Tens.Comp. Chords Tens. Comp. reinforcement.80%length of web member.Attached at 24"OC unless shown otherwise above. B-K 2084 -891 J-1 1181 -536 with 8d Box or Gun(0.1 13"x2.5",min.)nails @ 6"oc. Wind K-J 2118 -895 1-H 234 -600 (b)Continuous lateral restraint equally spaced on member.Or 2x6#3 or better"T'reinforcement.80% Wind loads and reactions based on MWFRS. length of web member.Attached with 16d Box or Gun Right end vertical not exposed to wind pressure. Maximum Web Forces Per Ply(Ibs) (0.135"x3.5",min.)nails @ 6"oc. Webs Tens.Comp. Webs Tens. Comp. Special Loads yftNifgt10 C-K 943 -103 D-I 1271 -2720 Rfjgl -J 410 -1047 I-E 498 -921 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) F vr, J-D 1009 -214 E-H 707 263 TC:From 56 plf at -1.50 to 56 plf at 7.00 er r ®p sp TC:From 28 plf at 7.00 to 28 plf at 16.94oa, a 'r y TC:From 56 pif at 16.94 to 56 plf at 26.50 4 0e° ° BC:From 5 plf at -1.50 to 5 plf at 0.00 fi BC:From 20 plf at 0.00 to 20 plf at 7.03 40 i BC:From 10 plf at 7.03 to 10 plf at 16.94 ` r 0. 848 BC:From 20 plf at 16.94 to 20 plf at 26.50 TC: 395 Ib Conc.Load at 7.03 TC: 170 Ib Conc.Load at 9.06,11.06,13.06,15.06 TC: 176 Ib Conc.Load at 16.94 AT a BC: 711 Ib Conc.Load at 7.03 +' ' °sp 1 s fi BC: 127 lb Conc.Load at 9.06,11.06,13.06,15.06 A BC: 129 Ib Conc.Load at 16.94 ++�4��a@�o� •L o�,a*e® �T Q t+mraaraa (��oar Hangers/Ties ry V (J)Hanger Support Required,by others #0 278,', .114,14%1 Olt 03/26/2018 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri Id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as app1Ur15 e. Appy plates to each face ofptruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mnwmMpm truss in conformance with ANSI] 1,or for handling,shlppinlq,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawincct1 indicates acceptance of ro essiona. engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.t inst.org;SBCA:www.sbcindust .com;ICC: w Jccsafe.org Orlando FL,32837 Job Number: 500518B Ply: 1 SEQN:655190 /T47 /HIPM Cust:R R9353 JRef: 1W91_93530008 L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.42106 Truss Label: E19 Page 2 of 2 JB / DF 03/26/2018 Additional Notes Negative reaction(s)of-177#MAX.from a non-wind load case requires uplift connection.See Maximum Reactions. 05 1 11MINJIlt"I. !LS ,`!6� f!" r60®rs r m$®®�O 6o. 648 r r r r @ ATE #0 278 03/26/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a proL�erly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCS!sections B3,67 or 610' as applicable. Apply plates to each face oftrussand position as shown above and on the Join f Details, unless noted otherwise. F7efer toALPINE 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 Fr;,,.,,Cer,,m truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The suifabdity and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Oriando FL,32837 Job Number: 5005188 Ply: 2 SEAN:655191 /T23 /HIPS Cusl:RR9353 JRef: 1 W91-93530008 L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.41950 Truss Label: G20 2 PLY JB / DF 03/26/2018 2 Complete Trusses Required 2'2"8 5'8" 9'1"8 1 11'4" 2'2"8 3'5"8 3'5"8 T 12 =4X8 1112X4 =4X8 7 B C D LiN A E as H G F 3X6(A1) 114X4 =3X10 1114X4 =3X6(A1) 11'4" 2'4"4 3'3"1 2 3'3"12 2'4"4 2'4"4 } 5'8" r 8'11"1 2 11'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.069 C 999 240 A 2882 /780 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.185 C 999 180 E 3272 /843 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 B - - Wind reactions based on MWFRS EXP:C 0.026 B A Min Br Width Re 1.5 TCDL:4.0 psf Des Ld: 37.00 Mean Height:21.75 ft HORZ�L)� g q NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.7 s Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.983 Bearings A&E are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: , 0.329 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.389 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 A-13 627-2329 C-D 786 -3045 Lumber Purlins B-C 786 -3045 D-E 621 -2415 Top chord 2x4 SP#2 In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Chord Spacing(in oc) Start(ft) End(ft) TC 29 0.00 2.21 A-H 2004 -537 G-F 2168 -550 Nailnote TC 52 2.21 9.13 H-G 2085 -556 F-E 2079 -532 Nail Schedule:0.128"x3",min.nails TC 29 9.13 11.33 Top Chord:1 Row @12.00"o.c. BC 120 0.15 11.19 Bot Chord:1 Row @ 3.25"o.c. Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) Webs :1 Row @ 4"o.c. at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails B-H 704 -161 G-D 933 -251 in each row to avoid splitting. B-G 1021 -245 F-D 779 -155 Special Loads -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 56 pif at 0.00 to 56 plf at 2.21 fi` ifulltttJt® TC:From 28 pif at 2.21 to 28 plf at 9.13 TC:From 56 plf at 9.13 to 56 plf at 11.33 VV BC: BC:From 10 pif at 0.00 to 10 plf at 11.33 TC: 71 Ib Conc.Load at 2.24,9.09 TC: 30 Ib Conc.Load at 4.27,5.67,7.06 o s BC: 832 Ib Conc.Load at 1.06,3.06,5.06,8.69 ® ¢ BC: 56 Ib Conc.Load at 2.24,9.09 i BC: 34 Ib Conc.Load at 4.27,5.67 4• _ BC: 866 Ib Conc.Load at 7.06 a BC: 992 Ib Conc.Load at 10.69 $ m Wind Wind loads and reactions based on MWFRS. p j ° #0 278 i �t +� k- 03/26/2018 **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,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or 610, as applicable. Appy plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. 17efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the - Mnwco~ truss in conformance with ANSI] 1,or for handling,shippinlq,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The sNablllty Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.t inst.org;SBCA: www.sbcindustry.com;ICC: w Jccsafe.org Job Number: 500518B Ply: 1 SEQN:655192 /T33 /SPEC Cust:R R9353 JRef: 1 W91-93530008 L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.41951 Truss Label: H21 JB / DF 03/26/2018 1'3"8 2'9"8 4'9"8 6'3"8 1 77" 1'3"8 {" 1,6.E T 2- T 1,6„ 1 1'3"8 12 7 =C 6 =4XD4 T1112AX4 \114X6(SRS) U/4X6(ERS) 1112X4 T N co 1 J I H G =3X4 =3X8 1113X6 1113X6 77- 2'9"8 1'10"4 71 1"4 f 2'9"8 T 47„12 77- Loading .7-Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.007 H 999 240 J 465 /181 /- /- /- /3.5 , BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.020 H 999 180 G 489 1188 /- /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 G - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:22.42 ft HORZ(TL): 0.007 G J Min Big Width Req= 1.5 NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 Soffit: 2.00BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.082 Bearings J&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.204 Re Factors Used:Yes Max Web CSI: 0.132 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft p Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 B-C 257 -670 D-E 265 -693 Lumber C-D 217 -589 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Special Loads J-1 559 -225 H-G 579 -235 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) I-H 564 -213 TC:From 56 plf at 0.00 to 56 plf at 2.79 TC:From 28 plf at 2.79 to 28 plf at 4.79 Maximum Web Forces Per Ply(Ibs) TC:From 56 plf at 4.79 to 56 plf at 7.58 Webs Tens.Comp. Webs Tens. Comp. BC:From 20 plf at 0.00 to 20 plf at 3.03 J-B 277 -685 E-G 289 708 BC:From 10 plf at 3.03 to 10 plf at 4.97 BC:From 20 plf at 4.97 to 20 plf at 7.58 TC: 138 Ib Conc.Load at 3.03,4.97 BC: 88 Ib Conc.Load at 3.03,4.97 Purlins IBI t$f{pdti1 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: �•g° • e8°® % Chord Spacing(in oc) Start(ft) End(ft) TC 16 0.00 1.29 a s TC 21 1.29 2.79 0 TC 24 2.79 4.79 Q, TC 21 4.79 6.29 ; o. 648 TC 16 6.29 7.58 BC 91 0.00 7.58 °a i Apply purlins to any chords above or below fillers E at 24"OC unless shown otherwise above. +� • The TC of this truss shall be braced with attached • °` �! *� spans at 24"oc in lieu of structural sheathing. % C°•°`��0 R\�};.` • `� 10 Wind 4'rr��j{ cy "•p.o.av• JP Wind loads and reactions based on MWFRS. 40278 ry v NAl-f�5 � 03/26/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riid ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicab%. Appy plates to each faceoftrussand position as shown above and on the Joint Details, unless noted otherwis . Defer to' ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible-for any deviation from this drawing,any failure to build the nrmwcouPury truss in conformance with ANSI PI 1,or for handlin,shippinlq,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawin indicates acceptance of pro esslona engineering responsibility solely for the design shown. The sul ability Suite 150 and use of this cg�awing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:w .alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindust .com;ICC: www.iccsafe.org Oriando FL,32837 Job Number: 500518B Ply: 1 SEQN:655170 /T24 /MONO Cust:RR9353 JRef: 1W9193530008 U15 PARADISE BEACH Qty: 1 FROM:TPF DnwNo: 085.18.1032.42326 Truss Label: H22 JB / DF 03/26/2018 3'9"8 7'7" f 3'9"8 3'9"8 'l A3X3 111264 -3X3 C I M V N F E D 3X8 1112X6 1112X6 7'7" 3'9"8 3'9"8 3'9"8 7'7" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.006 B 999 240 F 281 /123 /133 /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.015 B 999 180 D 281 /123 /133 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 A - - Wind reactions based on MWFRS EXP:C Des U37.00 Mean Height:23.15 ft HORZ(TL): 0.002 A F Min Brg Width Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 D Min Br 9 Width Req= 1.5 TCDL:4.0 psf id surface.F&D are a s rigid Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.278 Bearings g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.123 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.156 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.026.0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 7.58 BC 91 0.00 7.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. e 4 a o a • 648a + a v ® ) W ffi a� ATE + #0 278 03/26/2018 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached ri4id ceiling Locations shown forpermanent lateral restraint of webs shall have bracin insalled per BCSI sections 63,B7 or 910, as applicable. Apply Oates to each face ofptruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildincL Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MrrWroWM,,. truss in conformance with ANSI/TPI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover pae 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is fhe responsibility of the Building Designer per AN SI/TPI 1 Sec.2. Suite 1 FL,32837 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.t inst.or ;SBCA: www.sbcindustry.com;ICC:www.icrsafe.org Job Number: 5005188 Ply: 1 SEQN:655171 /T11 /MONO Cust:RR9353 JRef: 1W91-93530008 L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.42808 Truss Label: H23 JB / OF 03/26/2018 3'9"8 + 7'T' 3'9"8 3'9"8 A3X3 264 -3X3 C m_ ro FII\V/Fl� tLi F L11 M F E D =3X8 1112X6 1112X6 7'7" 3'9"8 3'9"8 3'9"8 7'7" Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.004 B 999 240 F 281 /129 /133 /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.011 B 999 180 D 281 /129 /133 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 A - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:24.32 ft � ) g q HORZ L: 0.001 A F Min Br Width Re 1.5 NCBCLL:10.00 TCDL:4.0 sf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= 1.5 Soffit: 2.00 p Bldg Code: FBC 2017 RES Max TC CSI: 0.254 Bearings F&D are a rigid surface. BCDL:3.0 psf Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.125 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.156 Loc.from endwall:not in 4.50 It FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 7.58 BC 91 0.00 7.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C lim6f9�pgpp�d/b member design. �iryfo®, End verticals not exposed to wind pressure. • a f Additional Notesa°+�� id ®O4 Truss must be installed as shown with top chord up. 648c ° .�$4 9 b O v�PJC #0 278 °`f OA1-t ai 03/26/2018 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for sa ety or prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proLerly attached ri id ceiling Locations shown forpermanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or 910, as applicabgle. Apply places to each face.ofptruss and position as shown above and on the Jolnf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinggComponents Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the MffWCO AW truss in conformance with ANSI 1,or for handiia shlppinq,installation and bracing of trussesA seal on this drawing or cover page,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 1FL,32837 For more information see this job's general notes age and these web sites:ALPINE:www.alpineitwxom;TPI: www.tpinst.org:SBCA: www.sbcindustry.com;ICC:www.iccsafe.org . Orlando Job Number: 500518B Ply: 1 SEAN:655172 /T8 / EJAC Cusl:RR9353 JRef: 1W9193530008 L/15 PARADISE BEACH Qty: 13 FROM:TPF DrwNo: 085.18.1032.42839 Truss Label: EJ24 JB / DF 03/26/2018 C 12 7 n li7 v m N U') B A D 2X4(A1) 1'6" 7 7' Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 370 /101 /249 /- /219 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 127 12 /71 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 ID C 170 /152 /109 /- /- /1.5 EXP:C Des LCF 37.00 HORZ(TL): 0.026 D Wind reactions based on MWFRS Mean Height:22.71 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 NCBCLL:10.00 P TCDL:4.0 psf D Min Br Width Re Soffit: 2.00 BCDL:3.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.694 g q= - P C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 . TPI Std: 2014 Max BC CSI: 0.503 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.026.0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.43 7.00 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. 1Ptfilltltf)gtd. a ®a 648 i • �}. a e a ` 1 ® a t 1 O �TC 1+� 40278 �fYtljgtt0$41l1tilE 03/26/2018 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face.oftrussand position as shown above and on the Joinf-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mawcomPAW truss in conformance with ANSIfI PI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover page , 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro esslona engineering responsibility solely for the design shown. The suitability and use of this Fawing for any structure is the responsibility B of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindust .com:ICC:www.iccsafe.org Orlando FL,32837 Job Number: 500518B Ply: 1 SEAN:655173 I T46 1 EJAC Cust:RR9353 JRef: 1W91-93530008 U15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.42527 Truss Label: EJ25 JB / DF 03/26/2018 B 12 7 �n v A T C 2X4(A1) 7' 7' Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 272 /11 /162 /- 1116 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 129 /- /77 /- /- /1.5 . BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 C B 176 /86 /114 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:23.15 ft � )HORZ L: 0.030 C Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5 Soffit:: 2.00 BCDL:3.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.742 C MinBr gWidth Re q= - P B Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.517 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A is a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 7.00 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. ift"Ifld(g W� $ L �g� a i " e " S. ° =c '04 #0 278 y+i� �'arer�t+a�stt►mve�� 03/26/2018 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r! id ceil!n Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610, as applicabgle. Apply plates to each face,oftruss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ,wnwcoMOAW truss in conformance with ANSI/TPI 1,or for handlin4,shlppinq,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this grawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA: www.sbcindust .com:ICC:www.iccsafe.org Orlando FL,32837 Job Number: 500518B Ply: 1 SEAN:655174 /T15 /EJAC Cust:RR9353 JRef: 1W91_93530008 L115 PARADISE BEACH Qty: 3 FROM:TPF DrwNo: 085.18.1032.41874 Truss Label: EJ26 ^ JB / DF 03/2612018 C 12 N (` B M 45 Arl D 2X4(A1) 1.6.. 3'S" 3'5" Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 246 /78 /178 /- /119 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 58 /- /31 /- !- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D C 71 /64 141 /- /- /1.5 EXP:C Des Ld: 37.00 HORZ(TL): 0.002 D Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.67 ft TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:3.0 p sf Bldg Code: FBC 2017 RES Max TC CSI: 0.235 D MinBr gWidth Re q= -Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.104 C Min Brg Width Req= - Spacing:24.0" C&C Dista:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 67 -1.43 3.42 BC 39 0.15 3.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. i1t9OlAfl9/) � 11p�r`fry�1rS+ r ,p 0 � q s 4 /'� 4 4 V. 8 °• • al • • _ 4, ,4TE 4 ORO. A{ 40278 NAL 03/26/2018 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or 910, as applicable. Appy Oates to each face.of truss and position as shown above and on the Joint9Details, unless noted otherwise. i2efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the MWCOMPAW truss in conformance with ANSITTPI 1,or for handlin4,shlppinq,installation and bracing of trussesA seal on this drawing or cover patie,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing, for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.elpineitw.com:TPI:www.l inst.org;SBCA: www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 500518B Ply: 1 SEQN:655175 1 T29 /EJAC Cust:RR9353 JRef: 1W91_93530008 U15 PARADISE BEACH Qty: 5 FROM:TPF DrwNo: 085.18.1032.42200 Truss Label: EJ27 JB 1 DF 03/26/2018 C 12 T 7 N r B r LC) _T_ N A D --2X4(Al) 1'6" 2'2"8 �- �- 2'2"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt.NA Ce:NA VERT(LL):NA B 213 /55 /163 /- /68 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 34 /5 /19 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D C 30 /25 /22 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:21.32 It HORZ(TL): 0.001 D Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Min Br 9 Width Req= 1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.210 D MinBr gWidth Re q= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.044 C Min BBearing B s is Width Req=a rigid surface.. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 50 -1.43 2.21 BC 25 0.15 2.21 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Ilfplflddt 648 a H P L®gfa.p 0278 %8�j�1N�111Nf51b�� 03/26/2018 "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,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. Apply Oates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise. 17efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANaWCOMPrWY truss in conformance with ANSI/�PI 1,or for handlin,shippinlq,installation and bracing of trussesA seal on this drawing or cover page,. 2400 Lake Orange Dr. listing this drawin indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 150 and use of this Orawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.t inst.org;SBCA:www.sbcindust .corn;ICC:www.iccsafe.org Orlando FL,32837 -. Job Number: 500518B Ply: 1 SEQN:655183 /T9 / HIP_ Cust:R R9353 JRef: 1 W9193530008 L/15 PARADISE BEACH Qty: 5 FROM:TPF DrwNo: 085.18.1032.42216 Truss Label: HJ28 JB / DF 03/26/2018 5'5"2 9'10"13 5'5"2 4'5"10 D 12 %C4 4.95 .n � N N N B 4.. 1 A G FE 2X4(A1) 1112X4 =5X5 5'3"6 4'1"14 i 5-9 5'3"6 9'5"4 6-1-6-13 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.034 G 999 240 B 754 /245 /- /- /- 17.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.088 G 999 180 E 584 /141 /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 F - - D 225 /144 /- /1.5 EXP:C HORZ L 0.015 F Wind reactions based on MWFRS Des 37.00 Mean Height:22.69 ft ) NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:4.0 psf E Min Brg Width Re q Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.976 D Min BrWidth Re Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.893 g q- . Re Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft P Factors Used:No Max Web CSI: 0.541 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 Chords Tens.Comp. Lumber B-C 348 -1133 Top chord 2x4 SP#2 Bat chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Special Loads B-G 1008 -298 G-F 993 -298 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 55 plf at -2.12 to 55 plf at 9.90 BC:From 4 plf at -2.12 to 4 plf at 0.00 Maximum Web Forces Per Ply(Ibs) BC:From 20 pif at 0.00 to 20 plf at 9.90 Webs Tens.Comp. Webs Tens. Comp. TC: -22 Ib Conc.Load at 1.62 TC: 122 Ib Conc.Load at 4.45 G-C 377 8 C-F 337 -1124 TC: 238 Ib Conc.Load at 7.27 BC: 20 Ib Conc.Load at 1.62 BC: 104 Ib Conc.Load at 4.45 BC: 182 Ib Conc.Load at 7.27 fIRt1117J(dg�t� 3 Purlins ,f`/ff In lieu of structural panels or rigid ceiling use purlins y ao°° ' etrj•q� g to lateral) brace chords as follows: ® jos°° Chord Spacing(in oc) Start(ft) End(ft) °4 l i 4 TC 57 -2.07 9.90 ®W 7 BC 117 0.15 9.90 : a° 648 1 Apply purlins to any chords above or below fillers a° i at 24' OC unless shown otherwise above. f e 0 7 # Loading ®° $ Hipjack supports 7-0-0 setback jacks with no webs. r ° Wind Wind loads and reactions based on MWFRS. #0 278 �'°lurt�ttat�a0ttts®u 03/26/2018 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an c7 SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proL�erly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections$3,.137 or 910, as applicabgle. Appy plates to each face oftrussand position as shown above and on the Join f Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinComponents Group Inc.shall not be responsible for any deviation from this drawing w tw any failure to build the couPur truss in conformance with ANSIl�PI 1,or for handling,shippinq,installation and bracing of trussesA seal on this drawing or cover pacte.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essionarr engineering responsibility solely for the design shown. The suifabillty Suite 150 and use of this g�awing for any structure is pro) responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al incitw.com;TPI: www.t inst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 500518B Ply: 1 SEQN:655184 /T3 / HIP_ Cust:R R9353 JRef: 1W91_93530008 U15 PARADISE BEACH Qty: 2 FROM:TPF DrwNo: 085.18.1032.42669 Truss Label: HJ29 / JB / DF 03/26/2018 IS 12 4.95 o N r B _T M T A D --2X4(Al) 4'10-1 2'17 T 411011 _i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 359 /129 /- /- /- 17.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 143 /9 19 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 D C 210 /114 /- /- /- /1.5 Des LdMe : 37.00 a.C HORZ(TL): 0.006 D Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:21.64 ft TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.372 C Min D Min BigBrWidth Re Width Req Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.220 g q=Bearing B is a rigid surface.. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.000 Lac.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 55 plf at -2.12 to 55 plf at 4.83 BC:From 4 plf at -2.12 to 4 plf at 0.00 BC:From 20 plf at 0.00 to 20 plf at 4.83 TC: -22 Ib Conc.Load at 1.62 TC: 122 Ib Conc.Load at 4.45 BC: 20 Ib Conc.Load at 1.62 BC: 104 Ib Conc.Load at 4.45 Purlins itttlt�tfp In lieu of structural panels or rigid ceiling use purlins �tfp to laterally brace chords as follows: F �Pdlis4 Chord Spacing(in oc) Start(ft) End(ft) TC 75 -2.07 4.83 smmam aa�¢ BC 56 0.15 4.83 Apply purlins to any chords above or below fillers / at 24"OC unless shown otherwise above. Q o. a a Loading � ; a Hipjack supports 3-5-0 setback jacks with no webs. 3 a A�E a Wind % o@ Wind loads and reactions based on MWFRS. ORm�e® � r�w e�fs:emsma /01M. 40278 %%1Wtllffil101111� 0� 03/26/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl ri id ceiling Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face.ofptruss and position as shown above and on the Joinf etails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the MMCOMPAW truss in conformance with ANSI/TPI 1,or for handli4 shlppintq,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this gnawing for any structure is The responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.icrsafe.org Orlando FL,32837 Job Number: 500518B Ply: 1 SEQN:655185 /T14 /HIP_ Cust:R R9353 JRef: 1 W9193530008 L/15 PARADISE BEACH Qty: 2 FROM:TPF DrwNo: 085.18.1032.42622 Truss Label: HJ30 JB / DF 03/26/2018 C 12 T 4.95 � ti ti B co N A D 2X4(A1) I- 311118 211117 311118 Loading Criteria(pso 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 294 /104 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 22 /14 /10 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D C 41 /29 /- /- 1- /1.5 EXP:C Des Ld: 37.00 HORZ(TL): 0.002 D Wind reactions based on MWFRS Mean Height:21.29 ft Code/Misc Criteria CreepFactor:2.0 B Min Brg Width Req= 1.5 Noffit: 2.0 TCDL:4.0 psf D Min Br Width Re Soffit: 2.00 BCDL:3.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.352 9 g= - P C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.078 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.000 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.021.0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 55 plf at -2.12 to 55 plf at 3.12 BC:From 4 plf at -2.12 to 4 plf at 0.00 BC:From 20 plf at 0.00 to 20 plf at 3.12 TC: -22 Ib Conc.Load at 1.62 BC: 20 Ib Conc.Load at 1.62 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: t litddt Chord Spacing(in oc) Start(ft) End(ft) tt9dt® TC 67 -2.07 3.12 F rOlh BC 36 0.15 3.12 fpe Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. ¢®® Loading a Hipjack supports 2-2-8 setback jacks with no webs. ` 648e + r " Wind s e" Wind loads and reactions based on MWFRS. / Z ,��® ATE ®e. C Oft.\ ®�� ,� �'1!j�jrd! 6a"v9 sw�o+ #0 278 �ftrh8°e�tvrtttuttt`j 03/26/2018 `"`WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r sa ety 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 ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or 910, as applicabgle. Apply Oates to each face.of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ro,pN truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essfonaengineering responsibility solely for the design shown. The suit-ablllty Suite 150 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindus".com;ICC: w Jcrsafe.org Orlando FL,32837 Job Number: 5005188 Ply: 1 SEQN:655186 /T42 /HIP_ Cust:R R9353 JRef: 1 W9L93530008 L/15 PARADISE BEACH Qty: 2 FROM:TPF DrwNo: 085.18.1032.42824 Truss Label: HJ31 JB / DF 03/26/2018 C 12 4.95 N N B O N AD 2X4(A1) 4'2"15 �-e- 2'1"7 T 4215 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 322 /116 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 38 /10 /12 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 D C 80 /31 !- !- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:21.52 It ( )HORZ TL: 0.003 D Wind reactions based on MWFRS NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00gCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.421 D Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.114 C Min Brg Width Req= Re Factors Used:No Max Web CSI: 0.000 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft p Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.026.0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 55 plf at -2.12 to 55 plf at 4.24 BC:From 4 plf at -2.12 to 4 plf at 0.00 BC:From 20 plf at 0.00 to 20 plf at 4.24 TC: -22 Ib Conc.Load at 1.62 BC: 20 Ib Conc.Load at 1.62 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) tttt(1tg® �� TC 75 -2.07 4.24 BC 49 0.15 4.24m a fpa Apply purlins to any chords above or below fillers a9as +b'o y at 24' OC unless shown otherwise above. Qo ®® �4 / s Loading o° • 4 Hipjack supports 3-0-0 setback jacks with no webs. o° 06441 s a s Wind � a b p ! Wind loads and reactions based on MWFRS. A v 40 NA #0 278 atryttttttttoa� 03/26/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a proL�erly attached r] id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 63,B7 or 610, as applicable. Appy Oates to each face oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,rw,oW, truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essionaengineering Suite 150 responsibility solely for the design shown. The sui ability and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 For more information see this job's general notes age and these web sites: ALPINE:www.alpineitw.com;TPI: wwwl inst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 5005188 Ply: 1 SEQN:655176 /T5 / JACK Cust:RR9353 JRef: 1W91-93530008 L/15 PARADISE BEACH Qty: 8 FROM:TPF DrwNo: 085.18.1032.42404 Truss Label: CJ32A JB / DF 03/26/2018 C 12 7 v co Cl) v B T A D 2X4(A1) 1'6" 5'1"3 5'1"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): NA B 302 /87 /209 /- /165 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 91 /- /49 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D C 119 /105 /74 !- /- /1.5 EXP:C Des Ld:37.00 Mean Height:22.16 ft HORZ(TL): 0.008 D Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.323 C Min D Min Br Brg Width,Re Width Req Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.257 g q- . Re Bearing B is a rigid surface. 24.0" C&C Dist a:3.00 ft p Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02 02B 0123 11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.43 5.10 BC 59 0.15 5.10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. 11IM11011jern, Fp 648 � J 0 a (� 4 a ti/• a a s w • a e ATE fp®� Oaa�a9m ` ZONAL #0 278 �z° +aet�dte�ffitW�stts� 03/26/2018 **WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)toy sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply Oates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Pefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANFWCo,,,,AW truss in conformance with ANSI P1 1,or for handlin,shippinfq,installation and bracing of trussesA seal on this drawing or cover pa�e.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona, engineering responsibility solely for the design shown. The s ii ability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 5005188 Ply: 1 SEQN:655177 /T17 /JACK Cust:R R9353 JRef: 1W91-93530008 U15 PARADISE BEACH Qty: 2 FROM:TPF DrwNo: 085.18.1032.42496 Truss Label: CJ32B JB / DF 03/26/2018 B 12 7 �r co A C 2X4(A1) 51"3 5'1"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 200 /35 /119 /- /134 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 93 /4 /55 /- /- 11.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.006 C B 127 /112 /83 /- /- /1.5 EXP:C Des 37.00 Mean Height:22.60 ft � )HORZ L 0.012 C Wind reactions based on MWFRS NCBCL A Min Brg 10.00 Code/Misc Criteria Creep Factor:2.0 9 Width Req= 1.5 TCDL:4.0 psf Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.367 C Min Brg Width Req= - BCDL:3.0 psf B Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.270 Re Factors Used:Yes Max Web CSI: 0.000 Bearing A is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:not in 4.50 it FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 71 0.00 5.10 BC 59 0.15 5.10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C ttl9 member design. d?p� �4rs 64 per•• ° •a,r® dfP oa Qo • d. • • "p, ATE • �q4 "ev"Wavo SOA! NAL #0 278 "` rutaa I1411 03/26/2018 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andel SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri id ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610, as applicabgle. Apply Oates to each face.ortrussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN my cOMPA truss in conformance with ANSI] 1,or for handlin4,shipping,installation and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is phe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 5005188 Ply: 1 SEQN:655178 /T6 / JACK Cust:RR9353 JRef: 1W9193530008 U15 PARADISE BEACH Qty: 13 FROM:TPF DrwNo: 085.18.1032.42466 Truss Label: CJ33A JB / DF 03/26/2018 C 12 7 - N N M B N 4"5 A D 2X4(A1) 1.6.. r 3'1"3 311'13 Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 236 /77 /173 /- 1110 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 52 /- /28 /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 D C 61 /56 /34 /- /- /1.5 EXP:C Des LLC 37.00 Mean Height:21.57 It � )�HORZ L 0.001 D Wind reactions based on MWFRS NCBCLL:10.00TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soft: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.235 D Min Br Width Re q= - BCDL: . Psf C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.081 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02 02B 0123 11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 63 -1.43 3.10 BC 35 0.15 3.10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C i�fll✓>fdd9 member design. 848 �dddf 4 ATE e • �. • 4f,, °pa+*ampw4o�''p° V�Jw #0 278 47rydttt' r� 03/26/2018 `"WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracm installed per BCSI sections B3,B7 or 810, as applicabgle. Apply pOates to each face ofptruss and position as shown above and on the Joinf Details, unless noted otherwise. refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the mffwcompn truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa�e,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)esstona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:w Jpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 500518B Ply: 1 SEQN:655179 /T1 / JACK Cust:RR9353 JRef: 1W91-93530008U15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.42325 Truss Label: CJ33B JB ! DF 03/26/2018 B 12 7 N N A 4"5 2X4(A1) C 311113 311113 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf.NA Ce:NA VERT(LL):NA A 123 /10 /73 /- /62 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 56 /- /33 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C B 76 /49 150 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:22.01 ft HORZ(TL): 0.003 C Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= -Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.120 B Min C Min Br Brg Width Re Width Req Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.094 g q Spacing:24.0" C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI: 0.000 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 43 0.00 3.10 BC 36 0.13 3.10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others l04�6fdd)dgdgdlp Wind Wind loads based on MWFRS with additional C&C r,. • esm member design. n ` • 648a r 41 b , • A. ATE b. 8 Al #0 278 °°�aprrraourbow 03/26/2018 **WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face ofptruss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Mw Compwr truss in conformance with ANSI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona, engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more informaflon see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.t inst.org;SBCA: www.sbcindustry.com;]CC:www.icrsafe.org Orlando FL,32837 Job Number: 500518B Ply: 1 SEQN:655180 /T7 / JACK Cust:RR9353 JRef: 1W9L93530008 L/15 PARADISE BEACH Qty: 22 FROM:TPF DrwNo: 085.18.1032.42825 Truss Label: CJ34 JB / OF 03/26/2018 12 C 7 T B M 4'5 � A D 2X'4(A1) 111113 e 111113 a� Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 213 /94 /180 /- /58 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 10 /16 /16 !- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D C -33 /46 /38 /- /- /1.5 EXP:C HORZ TL 0.001 D Wind reactions based on MWFRS Des U37.00 Mean Height:20.99 ft ( )� g Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 NCBCLL:10.00 P TCDL:4.0 psf Soffit: 2.00 BCDL:3.0 sf Bldg Cade: FBC 2017 RES Max TC CSI: 0.209 D Min Brg Width Req= - P C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.033 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 35 -1.43 1.10 BC 11 0.15 1.10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. 1 t4#SlBgddfddddd p f e a m a o. a a is a 8460 S m a s ti a t $"0 fE,f aapa,:®>aR 40278 03/26/2018 **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,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling. Locations shown forpermanent lateral restraint of webs-shall have bracin Installed per BCSI sections B3,B7 or 910, as applicable. Appy plates to each face.ofptruss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the ,,,,,t�,COWAW truss in conformance with ANSI/TPI 1,or for handling,shlppinlq,Installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona. engineering responsibility solely for the design shown. The suiCability Suite 150 and use of this gnawing for any structure is the responsibility of the 9uilding Designer per ANSI/TPI 1 Sec.2. Orlando FL,32637 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: wJccsafe.org r Job Number: 500518B Ply: 1 SEQN:655181 /T16 /JACK Cust:RR9353 JRef: 1W91-93530008 L/15 PARADISE BEACH Qty: 2 FROM:TPF DrwNo: 085.18.1032.41952 Truss Label: EJ35 JB 1 DF 03/26/2018 C 12 7 B N 45 A D 2X4(A1) G 0i 1'511 1'6" T 1'5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 206 /70 /168 /- /52 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(fL):NA D 17 112 /15 /- /- 11.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.000 D C -8 /30 /29 /- /- /1.5 EXP:C HORZ TL 0.001 D Wind reactions based on MWFRS Des CLI-ii 37.00 Mean Height:21.08 ft ( ) B Min Br Width Re 1.5 NCBCLL: 10.00 TCDL:4.0 sf Code/Misc Criteria Creep Factor:2.0 9 q= Soffit: 2.00 p Bldg Code: FBC 2017 RES Max TC CSI: 0.210 D Min Brg Width Req= BCDL:3.0 psf C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.040 Re Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft p Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02 0213,0123 11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.43 1.42 BC 15 0.15 1.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. t99Rfttf$7,A a Eli n ,a a r 0r® tATE w #0278ry�if ��OIVAL� ms �'$�u,aat�attt�et�� 03/26/2018 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing..Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached ri id ceilln Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. Appy plates to each face.oftrussand position as shown above and on the Join f Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildincL Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mrmco,Hvnn truss in conformance with ANSI] 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa�e., 2400 Lake Orange Dr. listing this drawing indicates acceptance of roiessiona. engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 15ando FL,32837 For more information see this job's general notes age and these web sites: ALPINE:www.al ineitw.com;TPI: w Apinst.org;SBCA: www.sbcindust .com;ICC:w .iccsafe.org Job Number: 500518B Ply: 1 SEAN:655187 /T22 /JACK Cusl:RR9353 JRef: 1W91-93530008 U15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1032.41873 Truss Label: EJ36 JB / DF 03/26/2018 12 7 B A c N r C 2X4(A1) 115" 11511 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 82 /26 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 120 /12 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 C B 29 /16 /- /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:21.52 ft HORZ(TL): 0.000 C Wind reactions based on MWFRS NCBCLL:10.00TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5 C Min Br Width Re Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.017 B Min Brg Width Req Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.012 g q Re Factors Used:Yes Max Web CSI: 0.000 Bearing A is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x6 SP SS Dense Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 56 plf at 0.00 to 56 plf at 1.42 BC:From 20 plf at 0.00 to 20 plf at 1.42 BC: 123 Ib Conc.Load at 1.19 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 18 0.00 1.42 BC 15 0.15 1.42 tl1�t6fN0 Apply purlins to any chords above or below fillersJtbs at 24"OC unless shown otherwise above. S' Wind Wind loads and reactions based on MWFRS. o fl e i �':OX,"N 4 ORt9109"* 0 278 t- BONA 03/26/2018 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri4id ceiling Locations shown for permanent lateral restraint of webs shall have brach Installed per BCSI sections B3,B7 or B10, as applicable. Apply plater to each face of truss and position as shown above and on the Jolnf Details, unless noted otherwise. �tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin/$ ,wtt,., Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the cowAW truss in conformance with ANSI 1,or for handling,shippinlq,installation and bracing of trussesA seal on this drawing or cover paqe.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona. engineering responsibility solely for the design shown. The suifability Suite 150 and use of this drawing, for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindusl .corn;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 500518B Ply: 1 SEAN:655182 /T41 /EJAC Cust:R R9353 JRef: 1 W91-93530008L/15 PARADISE BEACH Qty: 2 FROM:TPF DrwNo: 085.18.1032.42295 Truss Label: EJ37 JB 1 DF 03/26/2018 C 12 7 N o0 B CD T N 4"5 A D 2X4(A1) 1'6" 3' 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 233 /50 /172 /- /85 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 50 /- /27 !- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D C 58 /41 /32 1- /- /1.5 EXP:C Des Ld: 37.00 L 0.001 D Wind reactions based on MWFRS Mean Height:21.55 ft HORZ(T )�Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 NCBCLL: 10.00 TCDL:4.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.235 D Min Brg Width Req= - BCDL:3.0 psf C Min Big Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.075 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 61 -1.43 3.00 BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. S ® tdt ftyi � o s Q ®. b a 648 6 g M w 4 AT y`!�` •Qgsapw�ersm®eo � !� #0 278 P,r''1s"'�P/O YA�- `t 'f°''ucuaatse;u+ts��' 03/26/2018 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCS!(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have brach Installed per BCS!sections B3,B7 or 910, as applicable. Apply plates to each face oftrussand position as shown above and on the Joinl9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Bu ilding Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANMCO~ truss in conformance with ANSI fI PI 1,or for handlin shippinfq,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 150 and use of this pawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA: www.sbcindustry.com:ICC:www.iccsafe.org Orlando FL,32837 Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 Orlando,FL 32837 ALPINE (L..P I p� �E Phone:(800)755-6001 1 'V alpineitw.com Site Information. , Customer., Gleckler&Sons Building Supply Job Number: 500518A JobDescription: Li15 PARADISE BEACH(ELITE HOMES (ATBCH))U15 PARADISE BEACH Address; DUVAL CTY City,State,Zip: ATLANTIC BEACH,FL Name; Address and License#of Structural EOR if one exists for the building: !Name: HULSBERG ENGINEERING FLOYD S.SIMPSON License#: HULSBERG ENGINEERING FLOY State. Address: JACKSONVILLE FL 32258 City,State,Zip: Job Engineering Criteria: Design Code: FBC'2017 RES View Version: 17.02.02.0123.11 JRef#: 1 W 91-93530007 Wind Standard: NA Wind Speed(mph): N/A Roof Load(pst): None Fioor Load(pst) 40,00-10,00-0.00- 5.00 This package contains a job notes page,29 truss drawings and 4 details. item Seal# Truss Item Seal# Truss 1 085.18.1029.52940 F1 2 085.18.1029.52909 F2 3 085.18.1029.52565 F3 4 085.18.1029,52518 F4 5 085.18.1029.52253 F5 6 08518.1029.52894 F6 7 085.18.1029.52597 F7 8 085:18.1029.52224 F8 9 085.18.1029.52768 F9 10 085.18:1029.52331 F10 11 085.18.1029,52596 F11 12 085.18.1029.53190 F12 13 085.18.1029.52908 F1;3 14 085.18.1029,52643 F14 15 085.18.1029.53158 F15 16 085.18.1029,53189 F16 17 085.18.1029.52223 FT17 2 PLY 18 085.9 8.1029.53174 FT18 19 085.18.1029.53003 FT19 2 PLY 20 085.18.1029.52893 FT20 21 085.18.1122.13403 Al 22 085.18.1122.17960 A2 23 085.18.1122.21127 B3 24 085.18.1122.30473 B4 25 085.18.1122.42853 B5 26 085.18.1122.45747 C6 27 085.18.1122.47823 C7 28 085.113.11'22.54417 C8' 29 085.18.1123.06023 C9 °rltit!RidSlfd SHOP DRAWING REVIEW DISPOSMON ATTENTMIN:Revieoi of shop dra;ungs is ori;y for conformance vvitri the design concept of tlzo pro;eetand does not rEfevo the contractor of respons,L 1+ty for arti deviat;an from the reti„ireri -rt_S of the shop r h a ® �" tlrativ�ngs.Ca<<ractor5hZildererrmt?and venfyallfiefdn,easurements. � � I 0. APPROVED ❑ RETURNED FOR CORRECTION 1, k ❑ APPROVED AS NOTED ❑ RETURNED W"J+ifHOUT ACTION " a Trz � • NOT APPROVED C3 SFE TRAN5f.117TAL yLETER —� CO54"ttWS l BY DATE 20 - gRcf StsR$ HULSBERG EN.GINEERINGr INC. FL CERT.2:s246 hasbeen1ele 11481 ST.AUGUSTINE RD.1'202 mis dvmmenChas beeh electronimllys geed JACKSONVILLE, FL 32258 and sealed using a Digital Signature.Printed copies without an original signature must be. 03426/2018 verified using the original electron&version. Florida Certificate of Product Approval#,fFL1999 Printed 3/26/218 1as:t3 Prv1 Job'Numlier: 500518A Ply: 1 SEQN:654743 /T11 /SY42 Cusl:R R9353 JRef: 1 W91_93530007 lJ15 PARADISE BEACH Qty: 5 FROM:TPF DrwNo: 085.18.1029.52940 Truss Label: Ft JB / DF 03/26/2018 10'1"8 12'1"8 22'3" r 10'1"8 T 2' T 10,1"8 2'6" (7YP) 2'6"12—+—2'6"12 2'1"8 P{ 2'1"8 2'6"12+– 2'6"12�{ W=3X4 =2X4 =3X6 =3X3 =3X3 =3X3 =3X3 =3X6 =2X4 A B C D E F G H I J K T 3'8 (O t t AA Z Y X W V U T S R Q P O N M 1112X4 =5X6 1112X4 =3X4 =W=H03101112X4 1112X4_3X3 =3X4 1112X4 =5X6 1112X4 3X322'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in Ioc L/defl U# Loc R /U /Rw /Rh !RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.397 S 656 480 AA 1211 !- /_ /_ /_ /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.697 S 477 360 M 1211 /- !- !- /- /6.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.059 N - - AA Min Brg Width Req= 1.5 EXP:NA Des Ld: 55.00 HORZ(TL): 0.082 N M Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft TC DL:NA psf Code/Misc Criteria Creep Factor:2.0 Bearings AA&M are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.993 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.653 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.697 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) l:NA GCpi:NA Plate Type(s): A-13 0 -983 F-G 0 -4548 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02B.0123.11 B-C 0 -2678 G-H 0 -3886 Lumber C-D 0 -3887 H-1 0 -3886 D-E 0 -4548 I-J 0 -2677 Top chord 42 SP SS Dense:T2 4x2 SP#2: E-F 0 -4693 J-K 0 -984 Bot chord 4x2 SP SS Dense Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. Z-Y 1959 0 T-S 4693 0 Purlins Y-X 3402 0 S-R 4693 0 X-W 3402 0 R-Q 4324 0 In lieu of structural panels or rigid ceiling use purlins W-V 4324 0 Q-P 3402 0 to laterally brace chords as follows: V-U 4324 0 P-0 3402 0 Chord Spacing(in oc) Start(ft) End(ft) U-T 4693 0 O-N 1960 0 TC 72 0.25 22.00 BC 120 0.25 22.00 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Deflection g -6. tF!11/ *Og,✓jA-AA 0 -1135 F-R 159 -602 A-Z 1463 0 R-G 520 0 Max JT VERT DEFL:LL: bee r co men See detail �� +,° • .°•� �jir.`' DEFLCAMB1014 for camber recommendations. `•' �y s® �Pll�v .� Z-13 0 -1451 G-Q 0 -651 e' y@+ B-Y 1069 0 Q-1 701 0 Additional Notes ' Y-C 0 -1049 1-0 0 -1050 o ° +2x6 continuous strop back.See detail C-W 702 0 0-1 1067 0 � ° ° STRBRIBR1014 for bracing and bridging a ®• 648 : W-D 0 -650 J-N 0 -1451 recommendations. ; °• g D-U 520 0 N-K 1464 0 ° aU-E 159 -602 K-M 0 -1135 Truss must be installed as shown with top chord up. � � r � � 'tJ JE P •/�1 n Q {��J 8 402 NA Iftwim, 0278f,I`� ®NotsnWA 03/26/2018 `*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI and SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri iciceilin Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCS]sections B3,B7 or B10, as applicable. Appy Oates to each face oftrussand position as shown above and on the Joinf etails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �o�,A truss in conformance with ANSI/ 1,or for handlin shippmlq,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. NY listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The suit-abllity Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP]1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA:www.sbcindustry.com:ICC: www.iccsafe.org Orlando FL,32837 Job'Nurnber: 500518A Ply: 1 SEQN:654781 I T10 /SY42 Cust:RR9353 JRef: 1W91-93530007 1115 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1029.52909 Truss Label: F2 JB / DF 03/26/2018 4"12 22'3" 4"2 21'10"4 g 112 1 217"8 - ,,4, (TYP) 3X3 =W=3X4 =3X3 AB J ST T 3'8 io 1 AO AN AM Al X =3X3 =W=3X4 =3X3 zr4"a 22'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.001 S 999 480 AO-4 /4 /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.002 S 999 360 AN-110 /- /- /- /- /256 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 T - - V 69 /- /- /- /- /5.5 EXP:NA HORZ L: 0.001 T AO Min Br Width Re 1.5 Des Ld: 55.00 Mean Height:NA ft � ) g q NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 AN Min Brg Width Req= - TCDL:NA psf V Min Brg Width Re 0.0 Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.094 q Load Duration:1.00MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.048 Bearings AO,AN,&W are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.034 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:20(0)/10(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.028.0123.11 Lumber Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 120 0.25 22.00 BC 120 0.25 22.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. 9iff1162176 Additional Notes recommendations.See etailSRIBR1014 for bracing and bridging �� s•s•°° ' °•®•®+ 9� Truss must be installed as shown with top chord up. $ �7®� � •~ fi o• ° a ,y, a ° ° ATE 40 278 f�'11%, IN AU fit!f f d P t>!I{U 11ti4ti�� 03/26/2018 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached riV ceilin Locations shown forpermanent lateral restraint of webs shall have bracin ins ailed per BCSI sections B3,87 or 910, 111116111,11 as applicable. Apply Oates to each face ofptruss and position as shown above and on the Joinf-Details, unless noted otherwise. Refer to ALPINE 10 drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc..shall not be responsible for any deviation from-this drawing,any failure to build the wumvco Pwr truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essiona engineerin responsibility solely for the design shown. The suiCability Suite 150 and use of this drawing for any structure is tphe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org:SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job'Numlier: 500518A Ply: 1 SEQN:654747 /T12 /SY42 Cusl:R R9353 JRef: 1 W91_93530007 k/15 PARADISE BEACH Qty: 5 FROM:TPF DrwNo: 085.18.1029.52565 Truss Label: F3 JB / DF 03/26/2018 i 12'1"8 14 I'T 24-3" 12,1"8 2' 1011"8 f 1,11"4—+—2'6"12 2,6„12—'`—2'6"12--+—2'1"8—{ 71"8—+—2'6"12 2'6"12— —2'6"�{ (TYP) W=3X4 =4X6 =2X4 =4X8 =4X6 =4X6 =3X6 =4X6 =2X4 A B C D E F G H I J K L (O AD AC AB AA 2 Y X W V U T S R Q P 0 N =2X4 1112X4 =5X6 =4X6 1112X4 =4X4 =W=H0310 1112X4 1112X4 =3X4 1112X4 =4X6 =5X6 1112X4 1112X4 1'11"8 22'3"8 24'3„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.352 T 743 480 AB 1922 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.737 T 486 360 N 1181 /- /- !- !- 15.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.048 0 - - AB Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.076 O - - N Min Brg Width Req= 1.5 Mean Height:NA It Code/Misc Criteria Cree Factor:2.0 Bearings AB&N are a rigid surface. NCBCLL:10.00 p TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.988 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.686 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.678 Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-B 545 0 G-H 0 -4353 Wind Duration:NA WAVE,HS VIEW Ver:17.02.028.0123.11 B-C 491 -542 H-1 0 -3749 Lumber C-D 0 -2290 1-1 0 -3749 D-E 0 -3555 J-K 0 -2596 Top chord 4x2 SP SS Dense:T2 4x2 SP#2: E-F 0 -4273 K-L 0 -957 Bot chord 4x2 SP SS Dense F-G 0 -4458 Webs 4x2 SP#3 Plating Notes Maximum Bot Chord Forces Per Ply(Ibs) All plates are 3X3 except as noted. Chords Tens.Comp. Chords Tens. Comp. Purlins AC-AB 0 -760 V-U 4456 0 AB-AA 0 -760 U-T 4458 0 In lieu of structural panels or rigid ceiling use purlins AA-Z 1531 -201 T-S 4459 0 to laterally brace chords as follows: Z-Y` 3043 0 S-R 4162 0 Chord Spacing(in oc) Start(ft) End(ft) Y-X 3043 0 R-Q 3292 0 TC 74 0.13 24.00 BC 120 0.13 24.00 X-W 4016 0 Q-P 3292 0 Apply purlins to any chords above or below fillers W-V 4016 0 P-0 1906 0 at 24"OC unless shown otherwise above. !lhNttlJd/ g ��rfdp` Additional Notes Maximum Web Forces Per Ply(lbs) ,his s Webs Tens.Comp. Webs Tens. Comp. +2x6 continuous strongback.See detailSTRBRI ®®*°®° ' @OY•°* r,, A-AC 0 -770 V-F 87 722 recommendations.BR1014 for bracing and bridging �o°� °4 AC-B 485 -1 G-S 279 -530 recommendations. � j o o This truss spaced @ 24.0"oc supports additional B-AB 0 -1611 S-H 470 -46� ag_AA 1397 0 H-R 0 -614 concentrated load at left end from 9.00'stud wall e ' (12.00 PSF)supporting 2-0-0 roof spans with 1-6-0 AA-C 0 -1484 R-J 661 0� . a overhang.Roof load:20.00 psf LL and 17.00 psf DL. C-Z 1160 0 J-P 0 -1008 Truss must be installed as shown with top chord up. a + Z-D 0 -1120 P-K 1026 0 D-X 766 0 K-0 0 -1411 X-E 0 -708 O-L 1424 0 Y,� •e �+ �..e° ((�/ E-V 604 0 L-N 0 -1107 40278 � iPeaa �IQ�tea�� 03/26/2018 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) r sa shipping, practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicab3 App,, plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MffWCCuPAW truss in conformance with ANSI PI 1,or for handllu shippinp,installatidn and bracing of trussesA seal on this drawing or cover pa�e,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI: www.tpinst.org:SBCA: www.sbcindust .com;ICC:wJccsafe.org Orlando FL,32837 JoB Number: 500518A Ply: 1 SEQN:654763 /T6 / SY42 Cust:RR9353 JRef: 1W91-93530007 C/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNc: 085.18.1029.52518 Truss Label: F4 JS / DF 03/26/2018 12'1"8 14'1"8 23'9"12 12'1"8 2' 9'8"4 ; —1'11"4—}—2'6'12—"} —2'6"12—"+"—2'6"12--+—2'1"8 2'1"8— 1, 2'8"12 2'8"12—}-_2'0"12 =—W=3X4 =2X4 =4X10 =4X6 =3X6 =3X6 =4X6 =5X5 A B C D E F G H I J K L TB + + 3"8 AC ABAA Z Y X W V UT S R Q P O N M =2X4 1112X4 =5X6 =4X6 1112X4 =4X4 1112X4 1112X4 =3X4 1112X4 =4X6 =5X51112X4 1112X4 =W=H0310 1'11"8 21'10"4 23'9"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.351 T 731 480 AA 1973 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.650 T 512 360 M 1178 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.050 N - - AA Min Brg Width Req= 1.5 EXP:NA He HORZ L: 0.072 N M Min Br Width Re Des Ld: 55.00 Mean Height:NA ft � ) g q NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Bearing AA is a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.990 TPI Std: 2014 Max BC CSI: 0.478 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.692 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): 1 -13 540 0 G-H 0 -4191 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02B.0123.11 B-C 0 -405 H-1 0 -3525 Lumber C-D 0 -2184 I-J 0 -3525 D-E 0 -3527 J-K 0 -2308 Top chord 4x2 SP SS Dense:T2 4x2 SP#2: E-F 0 -4201 K-L 0 -619 Bot chord 4x2 SP SS Dense F-G 0 -4339 Webs 4x2 SP#3 Special Loads Maximum Bot Chord Forces Per Ply(Ibs) ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Chords Tens.Comp. Chords Tens. Comp. TC:From 100 plf at 0.00 to 100 pIf at 23.69 AB-AA 0 -698 U-T 4339 0 BC:From 10 pIf at 0.00 to 10 plf at 23.69 AA-Z 0 -698 T-S 4339 0 TC: 443 Ib Conc.Load at 0.00 TC: 103 Ib Conc.Load at 8.02 Z-Y 1348 0 S-R 4339 0 Y-X 3014 0 R-Q 3964 0 Plating Notes X-W 3014 0 Q-P 3040 0 All plates are 3X3 except as noted. W-V 3988 0 P-0 3040 0 V-U 4339 0 O-N 1580 0 Purlins 9ttE81i1t1p In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(lbs) to laterally brace chords as follows: �.� �< Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 71 0.13 23.81 °°°°°° ' •t`••� "jg�� y A-AB 0 -763 H-Q 0 653 •. ` •a BC 120 0.13 23.56 eo s B-AA 0-1654 Q-J 703 0 Apply purlins to any chords above or below fillers o ` • YA B-Z 1453 0 J-0 0 -1059 at 24"OC unless shown otherwise above. e ® �p ® Z-C 0-1551 O-K 1083 0 uatr911 C-Y 1243 0 K-N 0 -1428 Hangers/Ties Y-D 0 -1202 N-L 1222 0 (J)Hanger Support Required,by others ; . D-W 742 0 L-M 0 -1144 ® W-E 0 -686 Additional Notes •' �T� 04 t +2x6 continuous strop back.See detail STRBRIBR1014 for bracing and bridging �i /� o°o• L 0R094, recommendations. yJPi •`°•*®w*j°{ �? Truss must be installed as shown with top chord up. #0 278imall`SO�VAL`� ,(�u 03/26/2018 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for sa ety or prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly attached rigid ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face ofPtruss and position as shown above and on the Join f Details, unless noted otherwise. f�efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build!n Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nwcOManrry truss in conformance with ANSI/ ,wPI 1,or for handling,shipping,Installation and bracing of trussesA seal on this drawing or cover pafge 2400 Lake Orange Dr. listing this drawing m indicates acceptance of pro esslona engineering responsibility solely for the desi n shown. The sui ability and use of this rawg for any structure is the responsibility of the Building Designer per ANSIffPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com:TPI: www.tpinst.org:SBCA:www.sbcindust xom;ICC: www.icrsafe.org Orlando FL,32837 Job Number: 500518A Ply: 1 SEAN:654753 /T7 / SY42 Cust:RR9353 JRef: 1W91-93530007 •L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1029.52253 Truss Label: F5 JB / DF 03/26/2018 131 �- 1'11"4 2'6"12 }�2'6" 6 { (TYP) 3X3 =3X3 =2X4 =3X4 =3X3 1112X4 A B C D E T 78 So 78 K J I H G F =2X4 =3X3 =3X3 =3X3 =3X4 1112X4 1112X4 1'11"8 6'0"8 8, _I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.028 K 866 480 1 1181 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.083 K 496 360 F 204 /115 /- /- - BCDL: 5.00 Category:NA. Snow Duration:NA HORZ(LL):-0.007 A - - I Min Brg Width Req= 1.5 EXP:NA Des& 55.00 HORZ(TL): 0.013 A F Min Brg Width Req= - NCBCLL: 10.00 TCDL:NA psf MeHeight:NA ft Code/Misc Criteria CreepFactor:2.0 Bearing I Fcperp=565psi. Soffit: 0.00BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.524 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.260 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.205 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): I A-B 541 0 B-C 575 -45 Wind Duration:NA WAVE VIEW Ver:17.02.028.0123.11 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 J-1 0 -774 I-H 0 -774 Webs 4x2 SP#3 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: A-J 0 -765 B-H 454 0 Chord Spacing(in oc) Start(ft) End(ft) J-B 522 0 H-C 0 -485 TC 94 0.13 8.00 B-1 0 -1034 BC 91 0.13 7.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes This truss spaced @ 24.0"oc supports additional 4RlBltQddO concentrated load at left end from 9.00'stud wall !!/ (12.00 PSF)supporting 2-0-0 roof spans with 1-6-0 overhang.Roof load:20.00 psf LL and 17.00 psf DL. Truss must be installed as shown with top chord up. Va`e°iy� � •e �'' 9 o. 648 Y � F • =� �4 ATE trj� �•'envmp• #0 278 ��s ��1VAt- WWfi"MISitl{!ti 03/26/2018 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ripld ceiling Locations shown for ermanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or 810, as applicable. Apply pOates to each face otPtruss and position as shown above and on the Joinf9Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group 1%.shall not be responsible for any deviation from this drawing,any failure to build the ANnW[OMPAW truss in conformance with ANSI1 PI 1,or for handl%s ippinfq,installation and bracing of trussesA seal on this drawing or cover pa�e,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essiona, engineering responsibili solely for the design shown. The sui ability Suite 150 and use of this awing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 JoUNum6er: 500518A Ply: 1 SEAN:654756 /T1 / SY42 Cust:R R9353 JRef: 1W91-93530007 L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1029.52894 Truss Label: F6 JB / DF 03/26/2018 3X4 III 2X4 A B ><1�N L-Z-ji>�d D C III 2X4 =3X4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.001 B 999 480 D 212 / BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 B 999 360 C 103 / - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.002 B - - D Min Brg Width Req= - EXP:NA Des Ld: 55.00 HORZ(TL): 0.002 B C Min Erg Width Req= NCBCLL:10.00 TCDL:NA psf - MeHeight:NA ft Code/Misc Criteria CreepFactor:2.0 Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.177 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.025 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.044 Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.02B.0123.11 Lumber Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Special Loads ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC:From 100 plf at 0.00 to 100 plf at 1.71 BC:From 10 plf at 0.00 to 10 plf at 1.71 TC: 127 Ib Conc.Load at 0.34 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 20 0.00 1.71 �lit!lfD9y0 BC 14 0.25 1.460000. I/` Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. ��e••°yam t�•`® Hangers/Ties oem % • (J)Hanger Support Required,by others c • a Additional Notes Truss must be installed as shown with top chord up. JE v . r rfrr� `O®•emmms•p a\� i #0 278 r�rriyil�y,QNA �ll3l1YSfil14Nt411 03/26/2018 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCS!(Building Component Safety Information,by TPI and SBCA)for safety or prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have brach installed per BCS!sections B3,B7 or B10, as applicabgle. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ,v,,, Wmp,U,,, truss in conformance with ANSI/TPI 1,or for handl 4 shlppinlq,installation and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawin indicates acceptance of pro essiona engineering responsibillt�yr solely for the design shown. The sui ability Suite 150 and use of this gnawing for any structure is phe responsibility ofthe Building Desigrfer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA:www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 500518A Ply: 1 SEQN:654767 /T2 / SY42 Cusl:RR9353 JRef: 1W91_93530007 4J15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1029.52597 Truss Label: F7 JB / DF 03/26/2018 10'1"8 12'1"8 21'9"12 10'1"8 2' 9'8"4 2'6"—� (TYP) 2'6"12 2'6"12 + 2'1"8 2'1"8 2'6"12 1, 2'6"12 2'0"12 { W=3X4 =5X5 =4X6 =4X6 =3X3 =3X3 =3X3 =3X3 =4X6 =4X6 =5X5 A B C D E F G H I J K 3"8 + + Z Y X W V U TS R Q P O N M L =5X6 =4X6 =3X4 =3X3 =3X3 =4X4 =4X6 =5X5 W=H0310(I) 21'9"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.436 E 587 480 Z 1340 /- /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.763 E 426 360 L 1258 / - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.065 B - - Z Min Brg Width Req= 1.5 EXP: H ( )' g Des Ld: 55.00 Mean HHORZ TL 0.089 B L Min Br Width Re Height:NA ft q NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Bearing Z is a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.985 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.681 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.776 Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): I 1A-13 0 -1096 F-G 0 -4691 Wind Duration:NA WAVE,HS VIEW Ver:17.02.026.0123.11 1 B-C 0 -3041 G-H 0 -3868 Lumber Additional Notes -D 0-4375 H-1 0 -3868 D-E 0 -4917 I-J 0 -2501 Top chord 4x2 SP SS Dense:T2 4x2 SP#2: +2x6 continuous strongback.See detail E-F 0 -4944 J-K 0 -666 Bot chord 4x2 SP SS Dense STRBRIBR1014 for bracing and bridging Webs 4x2 SP#3 recommendations. . Maximum Bot Chord Forces Per Ply(Ibs) Truss must be installed as shown with top chord up Special Loads Chords Tens.Comp. Chords Tens. Comp. ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Y-X 2186 0 S-R 4944 0 TC:From 100 plf at 0.13 to 100 plf at 21.81 X-W 3903 0 R-Q 4939 0 BC:From 10 plf at 0.00 to 10 plf at 21.81 W-V 3903 0 Q-P 4375 0 TC: 212 Ib Conc.Load at 6.15 V-U 4802 0 P-0 3309 0 Plating Notes U-T 4948 0 O-N 3309 0 All plates are 2X4 except as noted. T-S 4948 0 N-M 1699 0 (1)-plates so marked were sized using 0% Maximum Web Forces Per Ply(Ibs) Fabrication Tolerance,0 degrees Rotational Webs Tens.Comp. Webs Tens. Comp. Tolerance,and/or zero Positioning Tolerance. IRullulAgj/,1A Purlins ,gF dim A-Z 0 -1257 Q-G 470 0 a•r eo° A-Y 1630 0 G-P 0 -753 In lieu of structural panels or rigid ceiling use purlins e•s °O®�dy Y-B 0 -1620 P-1 810 0 to laterally brace chords as follows: a� °a Chord Spacing(in oc) Start(ft) End(ft) ® �/ ` . B-X 1270 0 I-N 0 -1170 TC 65 0.25 21.81 e i X-C 0 -1249 N-J 1192 0 BC 120 0.25 21.56 + i C-V 684 0 J-M 0 -1536 Apply purlins to any chords above or below fillers ® 8 a V-D 0 -634 M-K 1313 0 at 24"OC unless shown otherwise above. ; F-Q 0 -461 K-L 0 -1223 • s Hangers/Ties (J)Hanger Support Required,by others Deflection �®tt�r�,n •°' `a `". Max JT VERT DEFL:LL:0.44"DL:0.33".See detail itrrr` ...amp 00"', #027 DEFLCAMB1014 for camber recommendations. �V oou, ercm�tuues� 03/26/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinlDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin$Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the u wcoMvwr truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essiona_r engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this Orawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 500518A Ply: 1 SEAN:654771 /T8 / SY42 Cusl:RR9353 JRef: 1W91_93530007 11,/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1029.52224 Truss Label: F8 JB / DF 03126/2018 101"8 1 12'1"8 21'9"12 r 101"8 2' 9'8"4 2'6"�{ (TYP) 2'612 2'6"12 2'1"8 2'1"8 2'6"12 2'6"12 2'0"12 �{ W=3X4 =4X6 =4X6 =3X6 =3X3 =3X3 =3X3 =3X3 =3X6 =4X6 =5X5 A B C D E F G H I J K 3"8 zir } { Z Y X W V U TS R Q P O N M L =5X6 =4X6 =3X4 =3X3 =3X3 =4X4 =4X6 =5X5 W=H031O 21'9"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.378 S 676 480 Z 1187 /- !- /- !- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.662 S 491 360 L 1200 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.056 M - - Z Min Brg Width Req= 1.5 EXP:NA HORZ L: 0.077 M L Min Br Width Re Des Ld: 55.00 Mean Height:NA ft R ) g q g Code/Misc Criteria Creep NCBCLL:10.00 P Factor:2.0 Bearing Z is a rigid surface. TCDL:NA psf Soffit: 0.00Bldg Code: FBC 2017 RES Max TC CSI: 0.979 BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.665 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.681 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-13 0 -961 F-G 0 -4325 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02B.0123.11 B-C 0 -2612 G-H 0 -3617 Lumber C-D 0-3775 H-1 0 -3617 D-E 0 -4389 1-1 0 -2360 Top chord 4x2 SP SS Dense:T2 4x2 SP#2: E-F 0 -4503 J-K 0 -632 Bot chord 4x2 SP SS Dense Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. Y-X 1915 0 S-R 4503 0 X-W 3313 0 R-Q 4500 0 Purlins W-V 3313 0 Q-P 4074 0 In lieu of structural panels or rigid ceiling use purlins V-U 4192 0 P-0 3112 0 to laterally brace chords as follows: U-T 4503 0 O-N 3112 0 Chord Spacing(in oc) Start(ft) End(ft) T-S 4503 0 N-M 1612 0 TC 75 0.25 21.81 BC 120 0.25 21.56 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply[lbs) at 24"OC unless shown otherwise above. tRfllfidtl Webs Tens.Comp. Webs Tens. Comp. Hangers/Ties ('y 5 de "If* A-Z 0 -1112 F-Q 110 -630 (J)Hanger Support Required,by othersf A-Y 1430 0 Q-G 540 0 ®s 0 a9 ✓ Y-B 0 -1418 G-P 0 -679 Deflection a° �! o % B-X 1036 0 P-1 732 0 Max JT VERT DEFL:LL:0.38"DL:0.36".See detail 0 s a XC-C-V 669 0 N-J 1112 0 0 -1015 I-N 0 -1089 O DEFLCAMB1014 for camber recommendations. o648 a $ V-D 0 -620 J-M 0 -1457 Additional Notes i a!° D-U 486 0 M-K 1246 0 +2x6 continuous strongback.See detail a ATE a U-E 187 -554 K-L 0 -1165 STRBRIBR1014 for bracing and bridging %a„� o i a recommendations. o � Truss must be installed as shown with top chord up. �''ri °•a�C O00°« �p � �•oRms s®■®®« #0 278 '!�'hUiu;<de�t+�IlaiNnsa�� 03/26/2018 "WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached n id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. Applgy Oates to each face oftrussand position as shown above and on the Join f Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the MMCCHcnnv truss in conformance with ANSI PI 1,or for handlin4,shipping,Installation and bracing of trussesA seal on this drawing or cover pa�e,, 2400 Lake Orange Dr. listing this drawin indicates acceptance of pro esslona engineeringresponsibility solely for the design shown. The sui ability Suite 150 and use of this ��awing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. For more information see this job's.general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.t inst.org;SBCA: www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 500518A Ply: 1 SEQN:654774 /T5 / SY42 Cust:RR9353 JRef: 1W9193530007 ,LI15 PARADISE BEACH City: 5 FROM:TPF DrwNc: 085.18.1029.52768 Truss Label: F9 JB / DF 03/26/2018 10T.8 121 8 1815,18 (` 1011,18 T 2' T 6'4" �i 2'6" 2'6"12— - 2'6"12 —2'1"8 2'1"8 --+—2'6"12-- 1'3"4 (TYP) =4X4 =4X4 =3X4 =3X3 =3X3 =3X3 =3X4 =4X6 A B C D E F G H I T (O V U T S R Q P O N M L K =4X6 =4X4 =3X3 =3X3 =3X4 =4X6 =3X6 18'5"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.282 E 763 480 V 1003 /- /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.524 E 561 360 K 1003 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.043 B - - V Min Brg Width Req= 1.5 EXP:NA Height:NA ft � )� g q Des Ld: 55.00 Mean HHORZ L 0.059 B K Min Br Width Re = 1.5 TCDL:NA psf NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Bearings V&K are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.980 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.768 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.564 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0 -795 E-F 0 -3048 Wind Duration:NA WAVE VIEW Ver:17.02.02B.0123.11 B-C 0-2109 F-G 0 -2627 Lumber C-D 0 -2926 G-H 0 -1556 D-E 0 -3180 Top chord 4x2 SP SS Dense Bot chord 4x2 SP SS Dense Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes . U-T 1582 0 P-0 3048 0 All plates are 2X4 except as noted. T-S 2634 0 O-N 3035 0 S-R 2634 0 N-M 2173 0 Purlins R-Q 3188 0 M-L 876 0 In lieu of structural panels or rigid ceiling use purlins Q-P 3060 0 L-K 876 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 96 0.25 18.21 Maximum Web Forces Per Ply(Ibs) BC 120 0.25 18.21 Webs Tens.Comp. Webs Tens. Comp. Apply purlins to any chords above or below fillers A-V 0 -938 E-P 32 389 at 24"OC unless shown otherwise above. iRfllfHtB ®�bppff A-U 1184 0 O-F 414 -7 Deflection aloi> U-B 0 -1169 F-N 0 -865 Max JT VERT DEFL:LL:0.28"DL:0.28".See detail ��®•+`°® ° °°°Oea�+� r T-C 7 0 -760 G-M 84 700 -916 DEFLCAMB1014 for camber recommendations. a � •°�✓ �® s C-R 422 0 M-H 985 0 Additional Notes +s ° R-D 0 -390 H-K 0 -1292 +2x6 continuous strongback.See detail © o. 646 : Q-E 422 -199 ° STRBRIBR1014 for bracing and bridging recommendations. i Truss must be installed as shown with top chord up. a AT all o r #0 278 i �f�+ernt+t�aiu►�e+a� r 03/26/2018 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for_permanent lateral restraint of webs shall have bracin Installed per BCSI sections U3,.137 or 910, as applicable. Apply plates to each face.otruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for;any deviation from this drawing,any failure to build the -,,,,,CoM,-y truss in conformance with ANSIrTPI 1,or for handlin,shippiniq,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawin indicates acceptance of pro essiona, engineeringresponsibility solely for the design shown. The suitability Suite 150 and use of this g�awing for any structure is pro) responsibility of the Suilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:w .al ineitw.com;TPI: www.t inst.org;SBCA: www.sbcindustr.com:ICC: www.iccsafe.org Orlando FL,32837 Jod Number: 500518A Ply: 1 SEAN:654777 /T17 /SY42 Cust:RR9353 JRef: 1 W91-93530007 L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1029.52331 Truss Label: F10 JB / DF 03/26/2018 11" 17'11"8 17'0"8 — �6"I �I 16'8" 1'4" 9{ (TYP) =3X3 A B O T aTs 1IN I I 1 11111 11 P AD AB 3X3 17'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 M 999 480 AD 43 /- /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 M 999 360 p• 109 /- /- /- /- /210 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 O - - AD Min Brg Width Req= 1.5 EXP:NA He HORZ TL: 0.000 O P Min Br Width Re Des Ld: 55.00 Mean Height:NA ft ( ) g q NCBCLL: 10.00 g Code/Misc Criteria Creep Factor:2.0 Bearings AD&AD are a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.079 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.019 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.032 Loc.from endwall:NA FT/RT:20(0)/10(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.026.0123.11 Lumber Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 120 0.25 17.96 BC 120 0.25 17.71 Apply purlins to any chords above or below fillers iRgUdrr6 at 24"OC unless shown otherwise above. ftil, Additional Notes See detail STRBRIBR1014 for bracing and bridgingo*;i recommendations. + cA�► s s Truss must be installed as shown with top chord up. � 94r ' 0. 648 o a • a B 7 � � a a �+ ATE +64�r�4OP c� 40278 �Q�►AL , , JurWrtc�otu►�►®�s;0 03/26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have brac n installed per BCSI sections B3,B7 or 910 as applicable. AppTcy Oates to each face.oftrussand position as shown above and on the Jointi9Details, unless noted otherwise. Refer to' ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin/$Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the µr,wcoM,a,n truss in conformance with ANSI] 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona, engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing, for any structure is fhe responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.t inst.org;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 500518A Ply: 1 SEQN:654805 /T20 !SY42 Cust:R R9353 JRef: 1 W91_93530007 *L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18-1029.52596 Truss Label: F11 JB / DF 03/26/2018 1�� F3I i- 2' } 1'10"12 1112X6 =7X8 1113X6 =7X10 A B C D W io - 21 H G F E 1112X4 =5X16 5X6 1114X4 5'3" Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf.NA Ce:NA VERT(LL): 0.090 C 636 480 H 3077 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.157 C 462 360 E 2995 /- /- /- 1- /6.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.014 B - - H Min Brg Width Req= 1.5 EXP:NA HORZ L: 0.019 B E Min Br Width Re 1.5 Des LCF 55.00 Mean Height:NA ft � ) g q NCBCLL: 10.00 g Code/Misc Criteria Creep Factor:2.0 Bearings H&E are a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA sf Bldg Code: FBC 2017 RES Max TC CSI: 0.391 p TPI Std: 2014 Max BC CSI: 0.352 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.897 Loc.from endwall:NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0 -2595 C-D 0 -2595 Wind Duration:NA WAVE VIEW Ver:17.02.02B.0123.11 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP M-31 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP SS Dense H-G 1836 0 G-F 1836 0 Webs 4x2 SP#3:W7 4x2 SP#2: Special Loads Maximum Web Forces Per Ply(Ibs) ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Webs Tens.Comp. Webs Tens. Comp. TC:From 50 plf at 0.00 to 50 plf at 5.13 A-H 325 -635 C-F 0 -2341 BC:From 5 plf at 0.00 to 5 plf at 5.25 H-B 0 -3254 F-D 3178 0 TC:1200 Ib Conc.Load at 0.90 B-F 909 0 D-E 0 -2870 TC:1076 Ib Conc.Load at 1.10.3.10 TC:1258 Ib Conc.Load at 2.90 TC:1178 Ib Conc.Load at 4.90 Purlins In lieu of structural panels or rigid ceiling use purlins t 1t"11011ttttttB to laterally brace chords as follows: � $ �I t� kill Chord Spacing(in oc) Start(ft) End(ft) e F* TC 63 0.00 5.25 + •'• BC 57 0.25 5.00 ®o04' y Apply purlins to any chords above or below fillers 3 ° �// • at 24' OC unless shown otherwise above. . • �/. ` Additional Notes $ ` Truss must be installed as shown with top chord up. i s i � � s IL #0#0 278 ttrrt1fig tutt9t� 03/26/2018 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown forpermanent lateral restraint of webs shall have braci i installed per BCSI sections B3,B7 or 610, as appllcab�e. Appy Oates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 16DA-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 Mn COWA, truss In conformance with ANSIrTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this Q�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA: www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 500518A Ply: 1 SEAN:654784 !T15 /SY42 Cust:RR9353 JRef: 1W91_93530007 •J15 PARADISE BEACH Qty: 2 FROM:TPF DrwNo: 085.18.1029.53190 Truss Label: F12 JB ! DF 03/26/2018 9'1"8 !_ 11'1"8 I 19'6"12 I` 9'1"8 T 2' T 8'5"4 2'6" 2'6"12 }�2'6"12 4 1'2" �6 2'6"12— 2'6"12�{ (TYP) 1112X4 2X4 =3X3 1112X4 1113X4 =4X6 A B C D E F G H I J 3"8 V U T S R Q P O N M L K 1112X4 =4X6 1112X4 —=3X3 =3X3 1113X4 =3X3 1112X4 =4X6 1112X4 19'6"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in lot L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.296 E 772 480 V 1063 /- /- /- /- 15.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.525 E 609 360 K 1076 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.047 B - - V Min Brg Width Req= 1.5 EXP: HORZ TL: 0.065 B K Min Br Width Re Des Ld: 55.00 Mean Height:NA ft ( ) g q TCDL:NA psf NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 Bearing V is a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.997 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.509 Members not listed have forces less than 375# Re Factors Used:Yes Max Web CSI: 0.602 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft p Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-B 0 -850 F-G 0 -3585 Wind Duration:NA WAVE VIEW Ver:17.02.026.0123.11 B-C 0 -2276 G-H 0 -3197 Lumber C-D 0 -3205 H-I 0 -2274 D-E 0 -3588 1-1 0 -848 Top chord 4x2 SP#2 E-F 0 -3593 Bot chord 4x2 SP SS Dense Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 4X4 except as noted. U-T 1691 0 P-0 3517 0 T-S 28610 O-N 2861 0 Purlins S-R 2861 0 N-M 2861 0 In lieu of structural panels or rigid ceiling use purlins R-Q 3498 0 M-L 1690 0 to laterally brace chords as follows: Q-P 3593 0 Chord Spacing(in oc) Start(ft) End(ft) TC 70 0.25 19.56 BC 120 0.25 19.31 Maximum Web Forces Per Ply(Ibs) Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24"OC unless shown otherwise above. ffnrf®�tfj tjej A-V 0 -995 P-G 632 -208 Deflection � � FL�N/ 1Z A-U 1265 0 G-0 0 -552 e o.v ° a*,.® ! % U-B 0 -1250 O-H 487 0 Max JT VERT DEFL:LL:0.30"DL:0.30".See detail h eoe *4, 4 B-T 869 0 H-M 0 849 DEFLCAMB1014 for camber recommendations. `d e e T-C 0 -847 M-1 869 0 Additional Notes e° * C-R 498 0 I-L 0 -1251 +2x6 continuous strongback.See detail i o. 648 R-D 0 -445 L-J 1265 0 D-Q 489 -181 J-K 0 -1049 BR1014 for bracing and bridging recommendations. o ® F-P 103 -429 recommendations. � s { . Truss must be installed as shown with top chord up. aQ + ��-� �a A 5 A � d QP %I ,►vK01i0'OOVV ® V #0 278 ""4111tu=tute o 03/26/2018 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face.ofPtruss and position as shown above and on the Join f Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the -TwcomMw truss in conformance with ANSIPI 1,or for handl%shipping,installation and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essiona, engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this awing for any structure is hie responsibility of the Building Designer per ANSIlTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.t inst.orq;S8CA: www.sbcindust .corn;ICC: www.iccsafe.org Orlando FL,32837 Jon Number: 500518A Ply: 1 SEAN:654795 /T3 / SY42 Cust:R R9353 JRef: 1 W9193530007 -/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1029.52908 Truss Label: F13 JB / DF 03/26/2018 4"10 19'6"12 4" 0 19'2"2 1';'(0 18'9"10 1 1'4"--{ (TYP) 3X3 AB Q T f8 T R AH AF 3X3 19'6"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 0 999 480 R* 109 /- /- /- /- /234 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 0 999 360 R Min Erg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 Q - - Bearing AH is a rigid surface. EXP:NA L 0.000 Q Des Ld: 55.00 Mean Height:NA ft HORZ(T ) NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.083 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.019 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.033 Loc.from endwall:NA FT/RT:20(0)/10(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.028.0123.11 Lumber Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins 1NNIntl#g��® to laterally brace chords as follows: . Chord Spacing(in oc) Start(ft) End(ft) LSV 5 F1� d TC 120 0.25 19.56 ses• a ■aee BC 120 0.25 19.31 @e•+. ee��® Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. e e i Additional Notes a Truss must be installed as shown with top chord up. m dG<f�s� Ss <OR\,) ° 40278 03/26/2018 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attachetl ri id ceilln Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 or 610, as applicable. Apply plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the RwcompA truss in conformance with ANSI P1 API 1,or for handlin,shipping,installation and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing, for any structure is hie responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA:www.sbcindustry.com;ICC: www.icc-safe.org Orlando FL,32837 Job Number: 500518A Ply: 1 SEQN:654787 /T18 /SY42 Cust:RR9353 JRef: 1 W91-93530007 ,U15 PARADISE BEACH Qty: 5 FROM:TPF DrwNo: 085.18.1029.52643 Truss Label: F14 JB / DF 03/26/2018 911,18 1 11,1'.8 1- 16'2"8 9'1'8 T 2' 1 61„ 2'6" 2'6"12 2'6"12 �6�-- 2,6,12 1'$'$ aI (TYP) 4X4 =3X4 =3X4 =3X3 III 3X4 =3X6 1113X4 A B C D E F G H I F I\/\/11 F U T S R Q P O N M LK 121 4X6 =3X4 =3X3 =3X3 1113X4 =4X4 =4X4 16'2"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.221 P 852 480 U 879 /- /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.416 P 613 360 K 879 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.035 B - - U Min Brg Width Req= 1.5 Des Ld: 55EXP:NA.00 HORZ(TL): 0.050 B - - K Min Brg Width Req= 1.5 Bearings g NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 gs U&K are a rigid surface. Soffit: 0.00 TCDL:NA psf Mean Height:NA ft BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.981 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.541 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.484 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): I -B 0 -684 E-F 0 -2277 Wind Duration:NA WAVE VIEW Ver:17.02.02B.0123.11 B-C 0 -1774 F-G 0 -2255 Lumber C-D 0 -2373 G-H 0 -1489 D-E 0 -2282 Top chord 4x2 SP SS Dense Bot chord 4x2 SP SS Dense Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp, Chords Tens. Comp. Plating Notes T-S 1357 0 P-0 2277 0 All plates are 2X4 except as noted. S-R 2177 0 O-N 2040 0 Purlins R-Q 2177 0 N-M 988 0 Q-P 2466 0 M-L 988 0 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(lbs) TC 114 0.255 115.96 Chord Spacing(in oc) Start(ft) Webs Tens.Comp. Webs Tens. Comp. 5.96 BC 120 0.25 15.96 A-U 0 -821 O-G 909 0 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. y9 A-T 1017 0 G-N 0 -819 p T-B 0 -1002 N- 725 Deflection tf0t¢im, B-S 619 0 H-L L 0 -11366 ' Max JT VERT DEFL:LL:0.22"DL:0.22".See detail ®m®'® � ff°mS-C 0 -585 L-® > D-P 145 -429 I-KI 739 0 0 -744 DEFLCAMB1014 for camber recommendations. �b° ®1 ��'` F-0 0 -638 e Additional Notes a +2x6 continuous strongback.See detail a ®. 64,8 • STRBRIBR1014 for bracing and bridging ? w 1a recommendations. a Truss must be installed as shown with top chord up. ^ � NTE '9 a: Ly � e fiL ,y+�e0 `ij o � e OR a®,e � �`�a ........ �q #0278 �fh�E�tNaal°I�tttstti 03/26/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly - attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face.oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mawco~ truss in conformance with ANSI/TPI 1,or for handlin,shippinl,installation and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona. engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this gnawing for any structure is phe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.or ;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 500518A Ply: 1 SEAN:654792 !T19 /SY42 Cusl:RR9353 JRef: 1 W91-93530007.L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1029.53158 Truss Label: F15 JB / DF 03/26/2018 15'8"B 147" �0„� { i 14'2"8 { 1'4" (TYP) 3X3 A B M T 3'8 (o 1 Z N X 3X3 15'8"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U !Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 M 999 480 Z 56 !- /- /- /- 15.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 M 999 360 N* 108 /- /- /- /- /183 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 M - - Z Min Brg Width Req= 1.5 EXP:NA Des Ld: 55.00 MeHORZ(TL): 0.000 M N Min Brg Width Req= - NCBCLL:10.00 TCD Height:NA ft L:NA psf Code/Misc Criteria Creep Factor:2.0 Bearings Z&Z are a rigid id surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.080 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.019 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA It Rep Factors Used:Yes Max Web CSI: 0.031 Loc.from endwall:NA FT/RT:20(0)/10(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.028.0123.11 Lumber Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 120 0.25 15.71 BC 120 0.25 15.46 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. ff�gyf Additional Notes See detail STRBRIBR1014 for bracing and bridging s°°" ' •08e1J1, recommendations. Truss must be installed as shown with top chord up. ° • a �. 646 .a �p ATE - #o 27s � �G �er�uaafull%t1111�� 03/26/2018 **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 BCS!(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face,oftruss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MN COWAV truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineer! g responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 Far more information see this job's general notes age and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindust .com;ICC:www.icrsafe.org Job Number: 500518A Ply: 1 SEAN:654798 /T29 /SY42 Cust:R R9353 JRef: 1W91-93530007 ,L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1029.53189 Truss Label: F16 JB / OF 03/26/2018 17"8 +2'3"12 3'11"4 17"8 8'4 17"8 1 1'3"12—� F3"i 1,3,12 =3X4 1112X4 1112X4 =3X4 A B C D T io H G F E =3X3 =3X3 1112X4 1112X4 i 3'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.005 B 999 480 H 217 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.009 B 999 360 E 217 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.001 D - - H Min Brg Width Req= 1.5 EXP:NA Des Ld: 55.00 HORZ(TL): 0.002 D E Min Brg Width Req= 1.5 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings H&E are a rigid surface. NCBCLL:10.00 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.114 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.066 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.079. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02 02B 0123 11 Lumber Top chord 4x2 SP#2 Bot chord 42 SP#2 Webs 4x2 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 47 0.00 3.94 BC 41 0.25 3.69 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. NS INl1t qty AI`°��' U. 64'8 *� p • �a ATE ®• #o z7s 1,"IntnaRuau 01/26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 1310, as applicable. Apply plates to each face.oftrussand position as shown above and on the Join f Details, unless noted otherwise. f7efer to ALPINE drawings 160A-Z for standard plate positions. Alping,a division of ITW BuildingComponents Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the CANpA truss In conformance with ANSI/ MlPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pproTessionar engineering responsibility solely for the design shown. The suit-ablllty Suite 150 and use of this cawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA: www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 500518A Ply: 2 SEAN:655115 /T30 /SPEC Cusl:R R9353 JRef: 1 W9193530007 ,L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1029.52223 Truss Label: FT17 2 PLY JB / OF 03/26/2018 2 Complete Trusses Required 4'10"1 5'10"8 11'3"7 136'15 174"10 21'8"8 2_"2" r 4'10"1 + 1'0' 5'4"15 T 2.3.8 T 3'9"10 4'3.14 5" 21324(*) 5XD6 E =7X6 =5X08 =8X12 T 5 12 C T T1 W o N W4 W1 I T i n 1 e � 1 A P 0 N M L K J 4X14(63) 1116X6 =H1015 =4X10 =6X10 1112X6 227' 4'4"15 10"9 5'3"3 28"8 3'11"14 3'10"6 �--2'1"6-�{ 7" 3.1 4'11"15 +5'10'8 11'1"11 + 13'10"3 {5" H7 Z 2" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.256 E 999 240 P 4029 /143 /737 /- /100 /5.5 BCLL: 0.00 Enclosure:Open Clear Lu:NA Cs:NA VERT(TL): 0.611 E 599 180 1 5725 /173 /678 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.043 C - - Wind reactions based on MWFRS EXP:C HORZ L 0.072 C P Min Br Width Re 2.0 Des Ld: 55.00 (T )� g q= NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 1 Min Brg Width Req= 5.5 TCDL:4.0 psf Bearings P&I are a rigid surface. Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.998 g g Load Duration:1.00 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.742 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.693 Members not listed have forces less than 375# Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.00 Plate Type(s): Wind Duration:1.33 WAVE,HS VIEW Ver:17.02.028.0123.11 B-C 88 -4471 E-F 150 -6933 Lumber Plating Notes C-D 103 -5086 F-G 148 -6870 D-E 147 -6866 G-H 127 -4400 Top chord 2x6 SP SS Dense:T1 2x4 SP#2 All plates are 2X4 except as noted. BORATE-TRTD: (**)1 plate(s)require special positioning.Refer to Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense scaled plate plot details for special positioning Chords Tens.Comp. Chords Tens. Com Webs 2x4 SP#3:W2,W4,W7,W10 2x4 SP#2: requirements. p p. :W9 2x4 SP SS Dense: B-0 4089 -88 M-L 6933 -150 :Rt Bearing Leg 2x4 SP#3: Purlins O-N 4066 -86 L-K 4721 -137 Nailnote In lieu of structural panels or rigid ceiling use purlins N-M 5321 -109 Nail Schedule:0.128"x3",min.nails to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(lbs) Top Chord:1 Row @ 3.50"o.c. TC 20 -2.06 6.17.17 Bot Chord:1 Row @12.00"o.c. TC 24 6.17 22.00 Webs Tens.Comp. Webs Tens. Camp. Webs 1 Row @ 4"o.c. BC 120 0.15 21.71 Use equal spacing between rows and stagger nails Apply purlins to any chords above or below fillers C-N 2130 -35 L-G 2496 -45 in each row to avoid splitting. at 24"OC unless shown otherwise above. N-D 37 -1567 G-K 73 -2270 D-M 1804 -92 K-H 4731 -135 Special Loads � M-E 38 -931 H-1 152 -3107 ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) S F <1Z F-L 27 -878 TC:From 102 plf at -2.11 to 102 plf at 5.95 , e TC:From 202 plf at 5.95 to 202 pif at 22.00 ��*°°' °�°•o° p✓� BC:From 10 pif at 0.00 to 10 plf at 21.71 6`d ��°• TC: 102 Ib Conc.Load at 5.88 3 TC: 213 Ib Conc.Load at 6.88 •� ; TC: 236 Ib Conc.Load at 8.88 ; 648c TC:1191 Ib Conc.Load at 9.17 a re TC: 616 Ib Conc.Load at 11.17 e TC: 610 Ib Conc.Load at 13.17 ; 4 TC: 612 Ib Conc.Load at 15.17 TC: 474 Ib Conc.Load at 17.17 g c ® r TC: 716 Ib Conc.Load at 19.17,21.17 � e+ �1�- I? 16� Wind Wind loads based on MWFRS with additional C&C member design. NAL 03/26/2018 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly - attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3,B7 or�10, as applicable. Apply plates to each face.oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inr�shall not be responsible for any deviation from this drawing,any failure to build the �,,,,COMPAW truss in conformance with ANSIrI PI 1,or for handlin s ippinq,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona, engineering responsibility solely for the design shown. The suit-abllity Suite 150 and use of this gnawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes a e and these web sites: ALPINE:www.alpineitw.com;TPI: www.t inst.or ;SBCA:www.sbcindust .com;ICC: www.iccsafe.org _Orlando FL,32837 Job Number: 500518A Ply: 1 SEAN:655100 1 T13 /SPEC Cusl:RR9353 JRef: 1W91_93530007 ,L/15 PARADISE BEACH Qty: 5 FROM:TPF DrwNo: 085.18.1029.53174 Truss Label: FT18 JB / DF 03/26/2018 4'103 5'10"8 11'3"7 13'6"15 17'5"2 21'8"8 22'2" 410"3 1'0"5 5'4"15 2'3"8 3'10"2 4'3"6 5" =3X4 =7X6 =4X6 =6X10 ,5X14 D E F G H T 5 12 C T D m I 1 m N I� 1 B T A O N M L K J 3X10(B1) =5X6 =4X6 =4X8 22'2" 4'11"15 1'0" 5'1"7 2'7" 4'0"6 3'11"6 f-2'1"6 4'11"15 6'0" 11'1"11 138"11 17'9"2 21'8"8 "22 2" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.230 E 999 240 B 1775 /190 /737 /- /100 /5.5 BCLL: 0.00 Enclosure:Open Clear Lu:NA Cs:NA VERT(TL): 0.431 E 786 180 1 1338 /173 /678 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.043 J - - Wind reactions based on MWFRS EXP:C Des Ld: 55.00 Mean Height:15.00 ft HORZ(TL): 0.062 J B Min Brg Width Req= 1.8 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 1 Min Br 9 Width Req= 5.5 TCDL:4.0 psf s Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.996 Bearings B&I are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.632 Re Factors Used:Yes Max Web CSI: 0.700 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.00 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.026.0123.11 B-C 288 -3293 E-F 361 -3541 Lumber C-D 253 -3027 F-G 356 -3498 D-E 356 -3528 G-H 244 -2079 Top chord 2x6 SP SS Dense:T1 2x4 SP#2 B t chord x4 S Maximum Bot Chord Forces Per PI lbs Bot chord 2x4 SP SS Dense y(lbs) Webs 2x4 SP#3:W8 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. :Rt Bearing Leg 2x4 SP#3: B-0 2950 -248 M-L 3541 -361 Special Loads 0-N 2988 -250 L-K 2224 -265 -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) N-M 3012 -254 TC:From 102 plf at -2.11 to 102 plf at 22.00 BC:From 10 plf at 0.00 to 10 plf at 21.71 Maximum Web Forces Per Ply(lbs) TC: 450 Ib Conc.Load at 6.00 Webs Tens.Comp. Webs Tens. Comp. Plating Notes C-0 416 -17 L-G 1538 -128 All plates are 2X4 except as noted. N-D 57 -412 G-K 151 -1067 D-M 777 -222 K-H 2261 -263 Purlins 11THU 14114 4 F-L 75 -630 H-1 249 -1436 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: a°.■ ■ ■e..# Chord Spacing(in oc) Start(ft) End(ft) TC 14 2.06 6.17 !f n TC 45 6.17 22.00 BC 120 0.15 21.71 a i Apply purlins to any chords above or below fillers F ; ®. 648 ■s at 24' OC unless shown otherwise above. d ° Wind o ° Wind loads based on MWFRS with additional C&C � �a9 r�TE ° member design. �/ OR\ �rFj',�, ss•eeaass•s 4 0 �'i�'uuauaaanut�►�°�� 03/26/2018 **WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910 as applicable. Apply plates to each face ottruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the McoMPMY truss in conformance with ANSI/Tmy PI 1,or for handlin,shipping,installation and bracing of trussesA seal on this drawing or cover pa�e.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essiona engrneen responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the�uilding Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA:www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32837 Jab Nurrfber: 500518A Ply: .2 SEQN:655103 /T9 / SPEC Cust:R R9353 JRef: 1W91-93530007 U15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1029.53003 Truss Label: FT19 2 PLY JB I DF 03/26/2018 2 Complete Trusses Required 4'10"3 5'10"8 11'3"713'6"15 17'5"2 21'8"8 22y2" 4'10"3 +1'0" 5'4"15 2'3"8 3'10"2 43"6 5" 3X4 =7X6 =4X4 =6X8 04X10 D 12 C E F G H T 5 T r T1 0 V 1 B T 4�1 A 0 N M L K J =4X4(A2) =5X5 =4X4 =4X6 22'2" 4'1 1"15 -- 1'05'1"7 2371'18"1131'1" 4 2'1"6 11 10 218"80" 411 11'1"11 3'8 ,, 242 2" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.143 E 999 240 B 1924 /187 /737 /- /100 /5.5 BCLL: 0.00 Enclosure:Open Clear Lu:NA Cs:NA VERT(TL): 0.274 E 999 180 1 1406 /173 /678 !- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.032 J - - Wind reactions based on MWFRS EXP:C Des Ld: 55.00 Mean Height:15.00 ft HORZ(TL): 0.046 J B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 1 Min Brg Width Req= 5.5 s rigid Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.994 Bearings B&I are a gid surface. Load Duration:1.00 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.851 Re Factors Used:Yes Max Web CSI: 0.567 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft p Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.00 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 B-C 139 -1835 E-F 177 -1930 Lumber Purlins C-D 122-1691 F-G 175 -1905 D-E 175 -1924 G-H 122 -1096 Top chord 2x6 SP SS Dense:T1 2x4 SP#2 In lieu of structural panels or rigid ceiling use purlins BORATE-TRTD: to laterally brace chords as follows: d Forces Per Ply(lbs) Bot Chord Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Chords Maximum BoBo Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 TC 63 -2.06 6.17 :Rt Bearing Leg 2x4 SP#3: TC 102 6.17 22.00 B-0 1648 -120 M-L 1930 -177 BC 120 0.15 21.71 O-N 1667 -120 L-K 1172 132 Nailnote Apply purlins to any chords above or below fillers Nail Schedule:0.128"x3",min.nails at 24"OC unless shown otherwise above. N-M 1679 -122 Top Chord:1 Row @10.00"o.c. Bot Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. D-M 375 -135 K-H 1190 -131 L-G 877 -62 H-1 125 -764 Special Loads G-K 76 -562 ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) iPPtitt}lf� le<jr TC:From 102 pIf at -2.11 to 102 pIf at 5.95 TC:From 202 pIf at 5.95 to 202 pIf at 8.12 TC:From 102 pIf at 8.12 to 102 pIf at 22.00 �7�s°*�*o •®® BC:From 10 pIf at 0.00 to 10 pIf at 21.71 TC: 450 Ib Conc.Load at 5.953 � % a Plating Notes 4 Q 648 p i All plates are 2X4 except as noted. g 9 Wind n Wind loads based on MWFRS with additional C&C 9 ATE member design. p� �° C • �� `VT-r Pr,'`r n �aaH'Wes �J fl0 278 ��oi(/]® ,0NAIL 4"Min111E1Ntiy5 03/26/2018 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown for-permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. Apply Oates to each face.ofptruss and position as shown above and on the Joint9Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M, co,�,v,., truss in conformance with ANSI/�"PI 1,or for handlinq,shipping,installation and bracing of trussesA seal on this drawing or cover pa�e.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.tpinst.or ;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 500518A Ply: 1 SEAN:655106 /T16 /SPEC Cusl:RR9353 JRef: 1 W9L93530007 .L/15 PARADISE BEACH Qty: 2 FROM:TPF DrwNo: 085.18.1029.52893 Truss Label: FT20 JB / DF 03/2612018 4'10"3 5'11" 1'9"6 6 I 113"7 136"15 17'5"2 21'8"8 27y'2" 4'10"3 1'1" r 3'6"11 + 2.3••8 )' 3,10"2 4'3"6 5" EF =4X4 12 05X14 D =7X6 =4X6 =6X10 G H I J 5 C T1 T n K 1 B ou 0 _j T1 � A Q P 0 N M L =3X10(B1) =5X8 =4X6 =4X8 227' 4'11"15 1'0" 5'1"7 2'7" 4'0"6 3"I'V6 f-2'1"6 4'11"15 6'0" 11'1"11 13'8"11 17'9"2 21'8"8 4 22 2" Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.313 F 829 240 B 1736 /191 /761 /- /145 /5.5 BCLL: 0.00 Enclosure:Open Clear Lu:NA Cs:NA VERT(TL): 0.596 F 588 180 K 1377 /197 /677 /- /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.109 F - - Wind reactions based on MWFRS EXP:C Des Ld: 55.00 Mean Height:15.00 ft � )� g q HORZ L 0.157 F B Min Br Width Re 1.8 p NCBCLL:10.00 TCDL:4.0 sf Code/Misc Criteria Creep Factor:2.0 K Min Brg Width Req= 5.5 Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.999 Bearings B&K are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.656 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.774 Members not listed have forces less than 375# Loc.from endwall:An FT/RT:20(0)/10(0) Maximum Top Chord Farces Per Ply(lbs) Y Chords Tens.Comp. Chords Tens. Comp. GCpi:0.00 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 B-C 356 -3253 G-H 503 -3750 Lumber C-D 393 -3030 H-1 496 -3703 D-E 498 -3776 I-J 304 -2143 Top chord 2x6 SP SS Dense:T1 2x4 SP#2 E-G 498 -3729 BORATE-TRTD: Bot chord 2x4 SP SS Dense Webs 2x4 SP#3:W9 2x4 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) :Rt Bearing Leg 2x4 SP#3: Chords Tens.Comp. Chords Tens. Comp. Special Loads B-Q 2919 -389 O-N 3750 -503 ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Q-P 2966 -390 N-M 2294 330P-0 30 TC:From 102 pIf at -2.11 to 102 pIf at 22.00 P-O 2995 -394 BC:From 10 pIf at 0.00 to 10 pIf at 21.71 TC: 450 Ib Conc.Load at 7.88 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes C-Q 501 -15 H-N 102 -681 All plates are 2X4 except as noted. P-D 56 -492 N-1 1693 -191 Purlins iRtltflpp411,0, E_O 1115 -147 32 -597 M M 23310 1329 111 In lieu al structural panels or rigid ceiling use purlins F J �i,� O-G 78 -393 J-K 279 -1480 to lateral) brace chords as follows: p� s •■ • ■r , Chord Spacing(in oc) Start(ft) End(ft) TC 16 -2.06 7.73 TC 39 7.73 22.00 a ; BC 120 0.15 21.7164 ' ® Apply purlins to any chords above or below fillers ; ®. V ■ at 24' OC unless shown otherwise above. 41■ Wind ® a' Wind loads based on MWFRS with additional C&C a� es �-E it member design. QRQ ?Fj� ®raAe��Aows 40278not Y P111� a 03/26/2018 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r saiPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or 1310, as applicable. Apply Oates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. F7efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the a�mvcoMvwv truss in conformance with ANSI 1,or for handling,shipping,Installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suit-abllfty 2400 150 and use of this Orawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA: www.sbcindus .com;ICC:www.icc-safe.org Orlando FL,32837 Job Number: 500518A Ply: 1 SEQN:659068 /T14 GABL Cusl:R9353 JRef: 1W91_93530007 ,U15 PARADISE BEACH(ELITE HOMES (ATBCH))L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1122.13403 Truss Label: Al JB / DF 03/26/2018 F 1_io�10 „'," 1'2"14 77 3 i 7"13 , 11'1" 20'3"6 21'6",3 '7"13 r 97•6 9.2.•6 +1 2 14 �3.1" T (TYP) =4X4 12 5 p 1 _ SC1 %3 C 3X3 e _ R SC2 A S AG_3X6((C5) Z =3X6((C5 =2X4(C5) =5X5 =2X4�C5) r 211" PI 222.. 2' 227" 2' (NNL) (NNL) f' 4' 4' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or`=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.002 C 999 240 AG 291 /97 /183 /- /142 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.003 C 999 180 B* 62 /17 /32 /- /- /254 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 P - - R 291 /94 /199 /- /- /5.5 EXP:C Des Ld: 37.00 HORZR ) L: 0.002 P Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 AG Min Brg Width Req= 1.5 NCBCLL:10.00 P TCDL:4.0 psf B Min Br Width Re Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.446 g q= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.046 R Min Brg Width Req= 1 Re Factors Used:Yes Max Web CSI: 0.038 Bearings AG,B,&R are a rigid surface. Spacing:24.0 C&C Dist a:3.00 ft p" Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.026.0123.11 Lumber Additional Notes Top chord 2x4 SP#2 See DWGS Al4015ENC101014&GBLLETON1014 for Bot chord 2x4 SP#2 gable wind bracing and other requirements. Webs 2x4 SP#3 Stacked top chord must NOT be notched or cut in :Stack Chord SC1 2x4 SP#2: area(NNL).Dropped top chord braced at 24"oc :Stack Chord SC2 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped Plating Notes top chord in notchable area using 3x4 tie-plates 24" oc.Center plate on stacked/dropped chord All plates are 2X4 except as noted. interface,plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 50 -1.94 2.00 !14!!Ifldq TC 75 2.00 22.17 �If1 TC 50 22.17 24.11 0,11 �l A Orr BC 75 0.29 21.88 6•� rrr Apply purlins to any chords above or below fillers ^� ,m++` ' `f••'r at 24"OC unless shown otherwise above. 46 m`®6 % Wind . a° • a Wind loads based on MWFRS with additional C&C •' 0, 648e member design. Truss designed to support 8"maximum gable ► 6 o end overhang. 0 e .,OA�s�.® ' L 0R\V#NN 40278 ' a• ?jrrrrrrrr�� ejc�aro+• Uri� +� Nu 03/26/2018 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS].Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for-permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810 as applicab�Ie. Apply Oates to each face,otruss and position as shown above and on the Join Details, unless noted otherwise. Refer to' ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the mmvco~ truss in conformance with ANSI 1,or for handlin,shipping,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona, engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.t inst.org;SBCA:www.sbcindustry.com:ICC:w Jccsafe.org Orlando FL,32837 Jdb Nurtiber: 500518A Ply: 1 SEQN:659069 /T21 COMN Cust:R9353 JRef: 1W91-93530007 U15 PARADISE BEACH(ELITE HOMES (ATBCH))U15 PARADISE BEACH Qty: 2 FROM:TPF DrwNo: 085.18.1122.17960 Truss Label: A2 JB / DF 03/26/2018 5' 16' 7"12 3"10 21'7" 5'7"12 5'5"4 5'2"10 5'3"6 4X4 D 12 2X4 5 ,5X5 E C o_ v in SO B F 4�1615 A =3X4(A1) =5X6 3X4(82) 217' 2, 11 1 10 6 21'7" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.060 G 999 240 B 937 /266 /514 /- /124 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.161 G 999 180 F 801 /218 /412 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.022 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.040 G - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= - TCDL:4.0 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.980 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.645 Re Factors Used:Yes Max Web CSI: 0.255 Members not listed have forces less than 375# Spacing:24.0" C&C Dista:3.00 ft p Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 B-C 904 -1485 D-E 698 -1111 Lumber C-D 670-1113 E-F 921 -1447 Top chord 2x4 SP#2 Bot chord 2x4 SP SS Dense Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Purlins B-G 1326 -769 G-F 1278 -755 In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(lbs) to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 53 -1.94 21.58 C-G 372 -387 D-G 575 -224 BC 120 0.15 21.55 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C 11Mifi Minh, member design. s FI 0� �1a°� �p s�°B ® etre• 4 9 0 p� 8 y • I(y V • y tl 0 a s • ■ g a y � L y R® ATE @, 1 AF #0 278fr's°1'°OherVl'I�N 'L 1Q4&110161R�4� 03/26/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for_permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 810, as applicabgle. App y plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the u Mcomp truss in conformance with ANSI/ wr PI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover p4 e,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1ISec.2. For more information see this job's general notes age and these web sites:ALPINE:www.al ineitw.com;TPI:www.tpinst.org;SBCA: www.sbcindust .corn;ICC:www.icrsafe.org Odando FL,32837 16b Number: 500518A Ply: 1 SEAN:659070 /T25 MONO Cust:R9353 JRef: 1W9193530007 L115 PARADISE BEACH(ELITE HOMES (ATBCH))L/15 PARADISE BEACH Qty: 7 FROM:TPF DrwNo: 085.18.1122.21127' Truss Label: B3 JB / DF 03/26/2018 1113X3 12 5 00 _v Cn v B T 4"1 A D =2 (Al) 1112X6 8'1"8 2, 8'1"8 I 8'1"8 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 443 /105 /280 /- /143 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 284 /102 /175 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 D Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.034 D B Min Brg Width Req= 1.5 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 D Min Brg Width Req= - NCBCLL:10.00 TCDL:4.0 psf Soffit: 2.00 TCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.999 Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.588 P Spacing:24.0 C&C Dist a:3.00 ft Re Factors Used:Yes Max Web CSI: 0.509 Members not listed have forces less than 375# " Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02 02B 0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 72 -1.94 8.13 BC 75 0.15 8.13 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C tinttt�te® member design. ��S• �l !� �''�tr`, 4 Right end vertical not exposed to wind pressure. ',.■ • ■r„+ fA.°�y • 0. • i a ffi �•++•v•m*M+ #0 278 tutintt 111110 03/26/2018 **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,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)1or safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin insTailed per BCSI sections 63,B7 or B10, as applicable. Apply Oates to each face.ofptruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the a,awco,,,,,w,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this Qrawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al incitw.com;TPI:www.t inst.org;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 500518A Ply: 1 SEQN:659071 I T26 GABL Cust:R9353 JRef: 1W91-93530007 U15 PARADISE BEACH(ELITE HOMES (ATBCH))L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1122.30473 Truss Label: B4 JB / DF 03/26/2018 r1n••1 1714 a'1'B . 7"1 67'14 I�79"12 1'4"—( (TYP) H 12 5 � sci %a 3 o 1 e 1 A I ) 5) 8'1"9 f-2 e'rs 8T'8 (NNL) 4' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 C 999 240 N 290 /82 /196 /- 1141 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 M 999 180 1* 56 /18 /33 /- /- /94.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 G - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.001 G N Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 1 Min Brg Width Req= - s rigid Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.559 Bearings N&N are a gid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.060 Re Factors Used:Yes Max Web CSI: 0.058 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.026.0123.11 Lumber Truss designed to support 8"maximum gable Top chord 2x4 SP#2 end overhang. Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Stack Chord SCI 2x4 SP#2: Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in cc) Start(ft) End(ft) TC 50 -1.94 2.00 TC 75 2.00 8.13 BC 94 0.29 8.13 ttltY�dlfdfffffP® Apply2"OCown lunless shrotherwi a aboveW fillers atchords above 0 Wind Wind loads based on MWFRS with additional C&C ' member design. a° Right end vertical not exposed to wind pressure. : 6' s • Additional Notes See DWGS A14015ENC101014&GBLLETIN1014 for a * �,¢�� a gable wind bracing and other requirements. +, • 1 • Stacked top chord must NOT be notched or cut in area(NNL).Dropped top chord braced at 24"cc ��a°tee,f��R` •' ��r�.�� p chord inach not hab a area us ng 3d top chord x4 tie- plateto dropped t chord4' `P��ri�,_ I+�+•�®+•* cc.Center plate on stacked/dropped chord #0 278 lr ONAIL interface,plate length perpendicular to chord length. ff/f[fmmilut1►1� Splice top chord in notchable area using 3x6. 03/26/2018 **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 BCS](Building Component Safety Information,by TPI and SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or 910, as applicable. Apply Oates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildincc��Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ulnwmMPAW truss in conformance with ANSI 1,or for handling,shipping,Installation and bracing of,trussesA seal on this drawing or cover pa e,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engmeerm responsibility solely for the design shown. The Puidtllity and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com:TPI:www.t inst.org;SBCA:www.sbcindust .com;ICC:www.icesafe.org Orlando FL,32837 Jbb Number: 500518A Ply: 1 SEAN:659072 /T27 GAEL Oust:R9353 JRef: 1W91-93530007 U15 PARADISE BEACH(ELITE HOMES (ATBCH))L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1122.42853 Truss Label: B5 JB / OF 03/26/2018 t�4t2't4 A2 t2 '1''.� 3' i 4-4„ 5.10..4 F ,2 T l 5 F_- 3X3 C sc, B 1 = A � G 35) ) 6' 3' 1'4" 1'6"4 �—2'— 3• '+- 4.4,. T 5'10"4V 2 (NNL) H55 4' � Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defi/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 C 999 240 J .292 /84 /199 /- /110 /3.5 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.003 C 999 180 G* 48 /15 /28 /- /- /68.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:Cght:15.00 ft HORZ(TL): 0.001 C - - J Min Brg Width Req= 1.5 Mean Height:NCBCLL: 10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= - Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.659 Bearings J&J are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.064 Re Factors Used:Yes Max Web CSI: 0.061 Members not listed have forces less than 375# Spacing:24.0" C&C Dista:3.00 ft P Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.0213.0123.11 Lumber Truss designed to support 8"maximum gable Top chord 2x4 SP#2 end overhang. Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Stack Chord SC1 2x4 SP#2: Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 50 -1.94 2.00 TC 73 2.00 6.00 BC 69 0.29 6.00 In"llltfB�jltB Apply purlins to any chords above or below fillers �J ! N at 24' OC unless shown otherwise above. g� L� Wind Wind loads based on MWFRS with additional C&C , member design. f° Right end vertical not exposed to wind pressure. ; 0. Ga`f ■ s ° e ' a Additional Notes � ° i i ; ° See DWGS A14015ENC101014&GBLLETIN1014 for = e T gable wind bracing and other requirements. �.�s e i E +� Stacked top chord must NOT be notched or cut in area(NNL).Dropped top chord braced at 24"oc oR\Os s°�� +`� top hod intach not hable areatop using 3x4 tie-plateto s 24" °fi�� tt�� +ag,.,=p°.. oc.Center plate on stacked/dropped chord 40278 u,®+fir-j— interface,plate length perpendicular to chord length. 104111"11 m uito0 Splice top chord in notchable area using 3x6. 03/26/2018 **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,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proLerly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610, as applicabge. Apply plates to each face.of truss and position as shown above and on the Join, Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,� �o,�,,,,,, truss in conformance with ANSI1TPI 1,or for handlin]shipping,installation and bracing of,trussesA seal on this drawing or cover pa e,. 2400 Lake Orange nw listing this drawing indicates acceptance of pro)esstonar engineering responsibility solely for the design shown. The su,Pablllty 9 and use of this cawing for any structure is he responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 500518A Ply: 1 SEAN:659073 !T4 MONO Cusl:R9353 JRef: 1W9193530007 U15 PARADISE BEACH(ELITE HOMES (ATBCH))L/15 PARADISE BEACH Qty: 6 FROM:TPF DrwNo: 085.18.1122.45747 Truss Label: C6 JB / DF 03/26/2018 57"2 10'4"8 57„2 4'9„6 1112X4 D 12 -2X4 4 (� C io - a B 3"15 1 A E (At) 1113X6 10'4"8 10'4"8 10'4"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.024 E 999 240 B 521 /134 /330 !- /141 /3.5 BCLL: - 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.118 E 999 180 E 370 /123 /229 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 E - - Wind reactions based on MWFRS EXP:C 0.027 E B Min Br Width Re 1.5 Des Ld: 37.00 Mean Height:15.00 ft HORZ�L): g q NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - TCDL:4.0 psf Bearing B is rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.688 g a g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.341 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.307 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/10(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 B-C 328 -539 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Bot chord 2x4 SP M-31 Chords Tens.Comp. Webs 2x4 SP#3 B-E 486 -483 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs) to laterally brace chords as follows: Webs Tens.Comp. Chord Spacing(in oc) Start(ft) End(ft) C-E 514 -506 TC 75 -1.95 10.38 BC 120 0.15 10.38 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C tAi9tfJtl� j member design. ,Ppb Right end vertical not exposed to wind pressure. .• v.fa• � ao � o �. 848s a • • • t Q #0 278 �'°�+safteeru�utaa��°� 03/26/2018 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCS!(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ri id cellin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f7efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the mmcolw„�r truss in conformance with ANSI] 1,or for handlin j shipping,Installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essiona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this d'raw'ing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32837 Jbb Number: 500518A Ply: 1 SEAN:659074 /T24 MONO Cust:R9353 JRef: 1W9L93530007 U15 PARADISE BEACH(ELITE HOMES (ATBCH))L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1122.47823 Truss Label: C7 JB ! DF 03/26/2018 47"14 8'3"810'4"8 4'7"14 3'7"10 e{ 2'1" III2X4 12 4 2X4 C n ih m BLi 335 ° A F E 4(Al) 1114X6 10'4"8 8'2"8 2'2" 2' 8'2"8 10'4"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.109 F 999 240 G 521 /136 /327 1- /117 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.305 F 667 180 E 368 /67 /180 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.034 D - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.061 D G Min Brg Width Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - TCDL:4.0 psf Bearing G is Id surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.594 g a rigid Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.643 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.175 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/10(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.026.0123.11 B-C 333 -467 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP#2 Chords Tens.Comp. Webs 2x4 SP#3 B-F 437 -465 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs) to laterally brace chords as follows: Webs Tens.Comp. Chord Spacing(in oc) Start(ft) End(ft) C-F 476 -446 TC 75 -1.95 8.38 BC 120 0.15 10.38 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C 1Rf3ftddddgp/dpd member design. s . oa ° a°+• �s • � j s • a • 4. 648a e / ' 'Ij$ff,� t••mca••a #0 278 °psi �V �IL 110 03/26/2018 03/26/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid cei!inq Locations shown forpermanent lateral restraint of webs shall have bracinginsalled per BCS!sections B3,B7 or 610, as applicable. Apply plates to each face.oftrussand position as shown above and on the Joinf etails, unless noted otherwise. kefer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components-Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ANm conmAW truss in conformance with ANSI/TPI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com:TPI: www.t inst.org;SBCA: mvw.sbcindust .com;ICC:www.icrsafe.org Orlando FL,32837 Jdb Number: 500518A Ply: 1 SEAN:659075 /T22 GABL Cust:R9353 JRef: 1W91_93530007 L/15 PARADISE BEACH(ELITE HOMES (ATBCH))U15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1122.54417 Truss Label: C8 JB / OF 03/26/2018 t� t a tis rrz 80.4.8 _ e5-10 F-8.10"4� (TYP) 12 I T 4 p _I ;axe 1 SC7 B 3 15 A P � C5 C5) 10'4"8 2, 10'4"8 10'4"8 (NNL) �4'� Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.003 C 999 240 P 303 /96 1203 /- /140 /3.6 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.009 O 999 180 J* 58 /18 /35 /- /- /120 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 H - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.001 1 - - P Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.0 psf Code/Mise Criteria Creep Factor:2.0 J Min Brg Width Req= - s Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.524 Bearings P&P are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.078 Re Factors Used:Yes Max Web CSI: 0.046 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft p Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 Lumber Truss designed to support 8"maximum gable Top chord 2x4 SP#2 end overhang. Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Stack Chord SC1 2x4 SP#2: Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 49 -1.95 2.00 TC 75 2.00 10.38 IRfdifBddd BC 120 0.29 10.38 4111. Apply purlins to any chords above or below fillers ✓� 1*1z at 24' OC unless shown otherwise above. ®� *1 Wind Wind loads based on MWFRS with additional C&C a ° member design. e• • Right end vertical not exposed to wind pressure. ; ®. 648 �a Additional Notes See DWGS A14015ENC101014&GBLLETIN1014 for c A gable wind bracing and other requirements. TE•� �a Stacked top chord must NOT be notched or cut in e ee {{{��4 area(NNL).Dropped top chord braced at 24"oc ° SR o/�ORO.- e intervals.Attach stacked top chord(SC)to dropped .�i°1�F�is+R00 G°GGG • �7�~ top chord in notchable area using 3x4 tie-plates 24" p,A` oc.Center plate on stacked/dropped chord #0 278 V NA%_ interface,plate length perpendicular to chord length. ° letaterAeOuttNa Splice top chord in notchable area using 3x6. 03/26/2018 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper]y attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inq.shall not be responsible for any deviation from this drawing,any failure to build the µrrWCOMPAW truss in conformance with ANSI TPI 1,or for handlin4,shippinq,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro esslona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing, for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:www.sbcindus .com;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 500518A Ply: 1 SEQN:659076 /T23 GABL Cust:R9353 JRef: 1W91_93530007 L/15 PARADISE BEACH(ELITE HOMES (ATBCH))L/15 PARADISE BEACH Qty: 1 FROM:TPF DrwNo: 085.18.1123.06023 Truss Label: C9 1�1p JB / DF 03/26/2018 1Y— 1'1"2 i 9"1710'4"9 4'3" 1.5.4--.� I—1'4" { (TYP) G T 'Z T 4 p N -3X33 N SC1 B 115 A I H 145) KXXXXXX 8'6" 1'10"9--{ F_z _i 104"9 , 10'4"9 (NNL) 4' —� Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.005 C 999 240 M - /- /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.014 C 999 180 1* 105 /26 /57 /- /14 /98.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 G - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.002 G M Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 1 Min Brg Width Req= - TCDL:4.0 psf s Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.562 Bearings M&M are a rigid surface. Load Duration:1.25. MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.296 Re Factors Used:Yes Max Web CSI: 0.055 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 Lumber Truss designed to support 8"maximum gable Top chord 2x4 SP#2 end overhang. Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Stack Chord SC1 2x4 SP#2: Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 49 -1.95 2.00 TC 75 2.00 8.38 BC 120 0.29 10.38 IMU11lll44tt Apply purlins to any chords above or below fillers t�j0 at 24' OC unless shown otherwise above. a a Wind • ��•+ �y Wind loads based on MWFRS with additional C&C ° 1 • member design. a° + e Right end vertical not exposed to wind pressure. � ; [?. 648 It Additional Notes See DWGS A14015ENC101014&GBLLETIN1014 for gable wind bracing and other requirements. a„��+ E Stacked top chord must NOT be notched or cut in area(NNL).Dropped top chord braced at 24"oc intervals.Attach stacked top chord(SC)to droppede on stacked/dropped chord $ej�ps��®• ��r top chord in tie-plates 24" oc.Center plat #0 278 NA1- interface,plate length perpendicular to chord length. td/ttttGltyitM A-11011 Splice top chord in notchable area using 3x6. 03/26/2018 **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,by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or 910, as applicable. Appy plates to each face.oftrussand position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MCOMPwur truss in conformance with ANSI/ PI 1,or for handlin4,shippinq,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawin indicates acceptance of ro esstona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.ccm;TPI:www.tpinst.org:SBCA: www.sbcindustry.com;ICC: www.icesafe.org Orlando FL,32837 Gable Stud Reinf orcement Detail ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace on (1) 2x6 'LBrace IN (2) 2x6 'L' Brace IKP Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A h14' O' Group A, S S ruce-Pine-Fir Hen-Fir SPF #1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' #1 / #2 Standard #2 Stud r #3 4' 1' 6' 7' 7' 1' -- 6' 8' l0' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' #3 Stud #3 StandOI JrStud4' 1' 6' 7' 7' 0' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0'f lI Standard 4' 1' 5' 8' 6' 0' 7' 7' 8' 1' 10' 1' 10' 6' 11' LO' 12' 8' 14' 0' Dou ins Flr-Larch Southern Plnexxs #1 4' 6' 7' 4' 7' 8' 8' e' 9' 0' 10' 4' 10' 9' 13' 8' 14' 0' 14' 0' a3 #3 J S P #2 4' 3' 7' 3' 7' 7' 8' 7' 8' I1' 10' 3' 10' e' 13' 6' 14' 0' 14' 0' 14' 0' Stud Stud Standard Standard #3 4' 2' 6' 0' 6' 4' 7' Il' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' civ DFL Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 2' 11' 0' 11' 10' 14' 0' 14' 0' Group B, _ #1 / #2 4' 11' 8' 4' e' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir S P F #3 4' 8' e' 1' e' 8' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #1 4 Btr UI 1 F Stud 4' 8' 8' 1' 8' 6' 9' 8' 10, 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #1 o �I Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 111 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' Do u Ins FI Larch Southern Plne.xx \ #1 5' 1' 8' 5' 8' 9' 9' 11' 10' 4' 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' #1 #1 / S P #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' #2 1 1 #2 #3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' e' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). Q1DF Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' e' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0'.--I ■xFar 1x4 So. Pine use only Industrial 55 or Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades, d SPF #3 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes, LD UI I F Stud 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240, O I� Standard 5' 1' 8' 0' 8' 6' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 55 plf over X #1 5' 8' 9' 3' 9' 8' 10' 11' 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psF TC Dead Load). d S P #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 3' 8' 5' 9' 0' 110' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. rl DFL Stud 5' 3' 8' 5' 9' 0' 10' 9' IL' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 1' 7' 5' 7' 11' 9' 11' 10' 7' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Symm Attach 'L' braces with 10d (0.128'x3.0' min) nails. About) able Truss )K For (1) 'L' braces space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace option, )()KFor (2) 'L' braces, space nails at 3' o.c. vertical length may be - T In 18' end zones and 6' o.c. between zones. doubled when diagonal 18' )K 'L' bracing must be a minimum of 807 of web brace is used. Connectmember length, diagonal brace for 450# 'L' at each end. Max web Brace Gable Vertical Plate Sizes total length Is 14'. XX {Rfb�d9/O�l� Vertical Lernth No S lice 2x4 DF-L #2 or I rr'd� GreaterLess athnn 4' 0' 1X4 3X4 2X3 better diagonal tl Vertical length shown bracer single 16 n aty In table above. or double cut 45' (as shown) at J_ 1 + + R11 11 L Yefer to common truss design for upper end. peak, splice, and heel plates, an u.us lt+ Ing �g Refer to the Building Designer for conditions Connect chagoma at a Ar [A ffi not addressed by this detail, midpoint of vertical web. Refer to chart 0. e far m Yer}gth.■ w.VARKMm READ AND FOLLOW ALL NOTES ON THIS DRAVINGI we9 w�1tiTANTww FURNISH THIS DRAVING To ALL CONTRACTORS INCLUDING THE INSTALLERS ■ ' ° -° REF ASCE7-10-GAB14015 Trusses require extreme care In fabricating,handing,shipping,Installing and bracing. Refer to n ( ■ ^' follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)for so4,faty y DATE 10/01/14 practices prior to performing these functions Installers shall provide temporary brad^g per BC y AT 11 snless noted otherwise,top chord shall have properly attached structural sheatlilrg and bottom a e i L / a DRWG A14015ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of r s 1 ! q[e 0 �7 �� 1�� shall have bracing Installed per SCSI sections B3,B7 or Did,as applicable. Apply plates to each fan. Q 11 ILJJ�� of truss and position as shown above and on the Joint DetaRs,unless noted otherwise. +wd p��a �y L�Lr Refer to drawings 16CA-Z for standard plate positions. d,� (/,ewe 4!Q L fl y ,■ '6 Alpine,a division of ITV Building Components Group Inc shall mot be responsible for any deviation fro f`� 8,w�■��■,f�Ra`■■�O �\ AN 1TWCDMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, �r � (, TOT. LD, 60 PSF Installation L bracing of trusses. fs', /�,, 14 A seal on this drawing or cover page listing this drawing,Indcates acceptance of professional �S g g \\13723\Riverpon\Drive e^gheT responrJbi(tty solely for the design shown. The suitability and use of this drawing Ohf� b,f \\Suite\200 for any strucdce is the responslb•Ity of the Building Designer per ANSI/TPI 1 Sect. B��k#1401=10100/ NA A \\Maryland\Heights,\MO\63043 For more Information see this Job's general notes page and these web sites, MAX. SPACING 24.0' ALPINE,w—alpineitw.coni TPI,www.tpinst.orgi SBCA,www.sbclndustry.orgl ICG wwwjccsafe.org m,),7sz 03/260019 Commentary: Def lection and Camber Camber may be built into trusses to compensate L = Span of Truss (inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of loads, Providing camber has the ------------------------------------------------------------------------- following advantages) Recommended Truss Deflection Limits ! Helps to ensure level ceilings and floors after dead loads are applied, Truss Type L/D Deflection Limits ! Facilitates drainage to avoid ponding on flat or Live Load Total Load Low slope roofs, Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Z Compensates for different deflection Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses, Trusses -- Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag,' Roof Trusses ! Avoids 'dips' in roof ridgelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses. Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Scissors Trusses 24 0,75' (horizontal) 1,25' (horizontal) Location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof ------------------------------------------------------------------------- drainage system, The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1,00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding loads, Sloping Parallel 1,5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras, Floor Trusses (0,25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration, Flat Roof Truss aatecnop�A Deflection from Live Load) + J::!;*x,�Pesign Dead Load Deflection) The following tables are provided as guidelines for Limiting deflection and estimating camber. Conditions or Note+ The , ®� considerably less than codes may exist that require exceeding these t o a4 recommendations, or past experience may warrant using more stringent limitations, ' e° = o. 648 a ■.WARNING[—READ AND FOLLOW ALL NOTES Rri THIS DRAVINGI + m -• REF DEFLEC/CAMB ■.11PMTANT■■F-LRIasH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer 1I*X, 4 fall..the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for so.4 iF DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary brat! per BCS' A �T{� 4 ❑mless noted otherwise,top chord shall have properly attached structural she.wing a bottom 1 Is.•rr DRWG DEFLCAMB1014 shall have a properly attached rlgld ceiling. Locations shown For permanent lateral restraint of �7 �� shall have bracing Installed per BCSI sections B3,B7 or 1110,as applicable. Apply plates to each fn ® (r'J� qd �l .a! d II IUJ� of truss and position as shown above and on the Joint Detas,unless noted otherwise. �,+�F-��(1�"'d ` I IE Refer to drawings 16CA-Z for standard plate positions, i Y 0 (�L 1 `.I p a� Alpine,a dlv1.1—of ITV Building Components Group Inc shall not be responsible for any deviation from A® mp 7 v d d,0 AN Rw col this this drawig any failure to build the truss In conformance with ANSI/TPI I,or for handling,shipping, '�Pf� Wvap d ation L br.d�g of \113723\Riverport\Drive lenginelering responsbA seat on-this g solely f coveir�Uh�e desiUsting this shorn drawing, sultabNty arW�ice of otlh�drawing d fB'/ qty_ 0n _ \\Suite\200 for my structure k t}he resp—scatty of tfie Building Designer per ANSI/TPI L SecE ofessionat 'j 'Woo� �� \1 Maryland\Heights,\MO\63043 For more Informatlon see this Job's general notes page and these web sites, glt flost,W ALPINE,www,alpineltw.comi TPI,www.tpinst,orgR SBCA,wwwsbclndustrya gr ICD wwwJccsmfe,orp 03/26/2018 Gable Detail For Let-in Verticals Gable Truss Plate Sizes Syn• t Refer to appropriate Alpine gable detail for About minimum plate sizes for vertical studs. (E)Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a + single plate that covers the total area of the overlapped plates to span the web. Vertlical + 2 X 4 LenyPth Exnmplei 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member + Toe-nal\ - Or - End-nail + + To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply at In by length (based on appropriate AlppI increase ne gable detail). Attach each 'T' reinforcing member with End Driven Nnilsi Maximum allowable 'T' reinforced gable vertical 10d Common (0,148'x 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, Rlgld Sheathing Toenalled NQIIs- specie, and grade of the 'L' reinforcing member. led Common (0,148'x3',min) Toenails at 4' o,c, plus Velo Length Increase w/ 'T' Brace 4 Nall (4) toenails In the top and bottom chords, 'T' Relnf, IT .T' This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing wind load. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Examplei 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nulls A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Gable Spaced At ASCE 7-10 Gable Detal Drawings Gable Vertical = 24'o.c. SP #3 Truss 4' o.c , g A1I515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A1B015ENC101014, A20015ENC101014, A20015END101014, A200 hold® 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, 10 ®�dp�t (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101 3 01 ll� Maximum 'T' Reinforced Gable Vertical Length S11515ENC100815, S12015ENC100815, S14015EN:1 j g� 1.30 x 8' 7' = 11' 2' S18015ENC100815, S20015ENC100815, S20015E 0 � b®V S11530ENC100815, S12030ENC100815, S14030 A di`•a 4 Nall S18030ENC100815, S20030ENC100815, S200 NDIO S P \ 815 Cellln See appropriate Alpine gable detail for maxi m unrel fort gabl tical leg h. g 0. 648 4 a "VARNIIt1G1r.READ AND FTB10V ALL NUTES FIN THIS IRTAVDRB 9REF LET-IN VERT uDWMTANT"FTIFBIISH TF4S BRAVING TO ALL CONTRACTGRS INCLUDING THE INSTALLERS a W Trusses require extreme care In Fabricating,handling,shipping,Installing and bracing. Refer t"and d follow the latest edltlon of BCSI(BuOding Component Safety Information,by TPI and SBCA) For sty "A- �� 6 DATE 10�01�14 practices prior to performing these functions. Installers shall provide ten arary brndng er B *s 410, Unless noted otherwise,top chord shall have properly attached structural sheathing and hcttom.ghor ® ( ; DRWG GBLLETIN1014 shall have a properly attached rigid ce0ing. Locations shown for permanent lateral restraint of r, o `�, ♦� O /I shop have braclng Installed per BCSI sections B3, B7 or BIO,as applicable. Apply plates to each fa //II�� of truss and position as shorn above and on the Joln{Details,unless noted otherwise. ty #, 0 ��-=l� ReFer to drawings 160A-Z For standard plate positions. AN RW COMPANY thslpdrowing,anynof ITV fal a toubu0d hent truss In connents form nce nit not be wlth ANSI/TPI responsible,orfor handling,shipping, won ``f (Qj� p Installation 6 bracing of trusses. y `IQLi� +b MAX, TOT, LD. 60 PSF \\13723\Riverport\Drive engineering responsibileat on this ity solelyor ver f�thee dliesiggn shorn Tting this he suitaates bility andel use of this e of drawF�g 1 t,f l$ � 1"��6'43� For any structure Is the responsibility of the Buflding Designer per ANSI/TPI t Sect. D U R, FAC, A N Y \\Marys zoo #0 278 03/26/2018 \\Maryland\Helghls,l MO\63043 For more Information see this job's general notes page and these web MAX, SPACING 24,0' ALPINE.rrr.alpineltr.caml TPG rrr.tpinstorgi SHCAi rrrsbclndustry.orgl ICG rrwjccsalccsafe.org STRONGBACK BRIDGING REC❑MMENDATI❑NS ►All scab-on blocks shall be a minimum 2x4'UTT a STRNGBAI BRIDGING NG OTOGETHER 'stress graded lumber,' ►All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber," 4' ►The purpose of strongback bridging is to -0' ATTACH SCAB WITH 10d BOX/GUN develop load sharing between Individual trusses, 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resulting in an overall increase in the SCAB 6' D.C. NOTE, IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system, 2X6 LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown in FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0' o.c. (max,) NOTE: Details 1 and 2 are the preferred attachment methods pow-The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably, 'Bracing' is an WEB W/ (3) 10d COMMON 2 important structural requirement of any floor (0.148'x3') NAILS OR (4) 10d BOX/GUN or roof system, Refer to the Truss Design O 28'x3,0') NAILS Drawing (TDD) 'for the bracing requirements for each individual truss component, 'Bridging,' o o particularly 'strongback bridging' is a recommendation for a truss system to help oo control vibration, In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce a STRONGBACK BRIDGING 'bounce' or residual vibration resulting from SPACING REQUIREMENTS moving point loads, such as footsteps, Lip to 10'None re ulred 10'to N'l row(at center of n) The performance of all floor systems are (2) LOd COMMON (0,148'x3.0') OR 20'to 30'2 rows(I at each V3 olds) enhanced by the installation of strongback BOX/GUN (0,128'x3,0') NAILS AT 2x6 (MINIMUM) STRONGBACK, 30'to 40'3 rows 0 at ea V4 Ints) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END, Over 40' Space rows at 1a'TC. ads) bridging and therefore is strongly recommended SCAB-ON BLOCK. ATTACH by Alpine, STRONGBACK TO BLOCK W/ (3) 10d COMMON (/GUN x3,0') NAILS For-additional information regarding strongback OR (4)LOd BOX/GUN (0.128'x3.0') 4 g 9 9 NAILS. O bridging, refer to BCSI (Building Component Safety Information). .0 o o a►t �rrrrre�i . ta1r rgr®• ' RrrrB ZATTACH S G & • TO BUTT CHORD TH (2) #10 3' S S • STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES J p, 648 --WARNING--READ AND FOLLOW ALL NOTES ON THIS DRAWING �.l PSF REF STRONGBACK w�TANT—FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE DiSTALLERs. ■ 7�_ Trusses require extreme care In fabrlcating,handling,shipping,Installing and bracing. Refer to R ) follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for suety 10 DL PSF DATE 10/01/14 practices prior to performing these functlans. Installers shall provide tenpornry brncing per BSI. $ p Unless noted otherwlse,top chard shall have properly attached structural shea Nno and bottom gi,orP ( PSF DRWG STRBRIBRIO14 shall have a properly attached rigid telling. Locations shown far permanent lateral restraint of tajb 9 ATE shall have brncing Installed per SCSI sections B3,B7 or BIC,as applicable. Apply plates to each fade 4 '1'1'j1il CCCSSS d of truss and position as shorn above and on the Joint Details,unless noted otherwise. ®*, fq� Tp r� I PSF Refer to drawings 16aA-Z for standard plate positions. p ♦ /� 7 ' q Alpine,n division of ITV BuRdin Components GroupInc.shall not be responsible for an deviation fr �i R\9 • AN RW(7DMPWNY thispdrawing,any failure to build the truss In conormance with ANSI/TPI 1,or for handling,shipping, +�A tlgq�$oB A°� LD. PSF Installation 6 bracing of trusses. ff A seal on this drawing or cover page listing this druvi g,Indicates acceptance of professional ff� j \\137231 Riverport\Drive engineering resporrsL"roy sdely far the deslpn shown, The aatabuty wA use of tt+s drawing 'spa �/a e�, Vr UR, FAC, 1.00 \1 Suite 1200 far any structw Is the resporrsadOty of tine Binding Designer per ANSr/TPI 1 Ser2, t/ 1\Maryland\Heights,\MO\63043for more Infarna'U n see this Job's general notes page and these web sltesh � r�orl6 683�46� SPACING ALPINEh rrw.nlpinNtr,conl TPD vw.tpinst.org)SBCA,wrwsbc ntlustry,orgl ICCh vr,lccsafe.org