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65 SHELL NEW HOME 2015 DOCS I IS\ CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �J3il 9r SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 ]OB INFORMATION: ]Ob ID: 15-SFR-728 Job Type: SINGLE FAMILY RESIDENCE Description: new home Estimated Value: $500,000.00 Issue Date: 4/27/2015 Expiration Date: 10/24/2015 PROPERTY ADDRESS: Address: 65 SHELL ST RE Number: 169581-0000 PROPERTY OWNER: Name: Atlantic Beach Pinnacle Properties, LLC Address: 132 BELVEDERE ST GENERAL CONTRACTOR INFORMATION: Name: PHILLIPS BUILDERS LLC Address: 1250 SELVA MARINA CIR QA BARBARA CAROLINE PHILLIPS Phone: - - PERMIT INFORMATION: FEES: BUILDING PERMIT FEE $1,680.00 STATE DCA SURCHARGE $25.20 PLAN CHECK FEES $840.00 STATE DBPR SURCHARGE $25.20 UTIL REV RESIDENTIAL BLDG $50.00 WATER CONNECT/TAP & METER $800.00 WATER CROSS CONNECTION $50.00 MWER81)(548yISTIEN Df V' ANCE$j1h14G.()0CITV OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Total Payments: $4,610.40 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH, FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: ,.3-3V-/ S Project Address: l s" 5;�4EU- 'Sr No. of Units: Commercial Residential Multi-Family New Water Tap(s) & Meter(s) Ve-11- Meter Size(s) 4N New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaimed Water Meter Size New Connectionto S er Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# 15-56K-72 EJ Water System Development Charge $ It /qO.00 :W-�,aEit»y z.-I FSC, Sewer System Development Charge $ .0' Water Meter Only $ Reclaimed Meter Only $ Water Meter Tap $ 6, no (notes) Sewer Tap $ Cross Connection $ , d Other $ TOTAL $ . 99 Cie APPROVED: Kavle Moore,PE (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BEASSESSED rY BUILDING PERMIT APPLICATION F U T E FILECOPY CITY OF ATLANTIC BEACH - MAR 2 7 800 Seminole Road, Atlantic Beach, FL 32233_UN��7 Office (904) 247-5826 Fax (904) 247-5845 Job Address �'�E --= 1 Permit Number: /5"SF Rt —-7,2 8 Legal Description Parcel# oor rea o q.Ft. q. t Valuation of Work$ SCO,Q 00_ Proposed Work heated/cooled (} non-heated/cooled Class of Work(circle one)( �NewAddition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A Florida Product Approval # For multiple products use product approva orm Describe in detail the type of work to be performed: P,W S7—K Propertv Owner Information• Name: : NtVAJ C Address:_1 2X_6 SeJ✓A A t4V W,& cJA City ilam State�lzip ZZ3 one 4 ad E-Mail or Fax#(Optional) Contractor Informmation: CONTRACTOR EMAIL ADDRESS: Company Name: PRLUI(IS t1Aj.kJd� LLC. Quali ing,,A,gent: Address: Sc . �1� City (� State 9% Zip 3-Z.2.34 j Office Phone q04- 7b,4q_2_IqqL1 Job Site/Contact Nu C r 14 Fax# State Certification/Registration Architect Name&Phone# Engineer's Name &Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six�6)months at any time after work is commenced. I understand that separate permits must be secured or Electrical Work,Plumbing,Signs, Wells, Pools, urnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. 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 RECORDING YOUR NOTICE OF COMMENCEMENT. I hereb certify that I have read and examined this application and know the same to be trace and correct. All provisions of laws and ordinances governing this type.li work will be complied with whether specified herein or not. The granting of a permit does not presume to gave authority to violate or cancel the provisions of any er fede al,state, or I law e elating construction or the performance of construction. J Signature of O n Signature of Contractol6miq Print Name .�/..�. A'CL........ .r u{ . ........................................... Print Name L , . 1� .n .........�...................L............. ..................................... Be f Be this Day of 20 thi� 1 Day o1L 20 S No ublic ry o a Public Revised 01.26.10 DO NOT WRITE BELOW-- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: ./71 , 'I•J. ?o1 Development Size Habitable Space 3397 s.F. Non-Habitable Impervious area Miscellaneous Information Occupancy Group -3 Type of Construction Number of Stories �-- Zoning District R Max. Occupancy Load Fire Sprinklers Required Flood Zone 1! A Conditions/Comments: r 800 Seminole Road J Atlantic Beach,Florida 32233 J Telephone(904)247-5800 FAX(904)247-5805 Construction Site Management Plan Compliance A construction site management plan conforming to Atlantic Beach City Code Sec 6-18 has been approved as a part of this building permit. The Construction site management plan was approved based upon the following information. 1. Parking plan—parking plan showing how site will be accessed and all onsite and abutting street parking areas. 2. 3. Location of construction trailers, loading/unloading area and material storage area. 4. Location of chemical toilet area.(chemical toilets must be kept out of City right-of-way and not further than 15 feet from structure under construction) 5. Location of dumpster. Dumpster must be from an approved waste company (in accordance with Chapter 16 City Code) as of 2009 the permitted dumpsters are Advanced Disposal, Realco Recycling, and Shappells. Dumpsters will have tarp covers or rigid covers on windy days. Dumpsters must be removed prior to issuance of Certificate of Occupancy. 6. Traffic control plan, showing access with dimensions, area to be stabilized, narrative on phasing of construction with adequate parking and delivery of materials. 7. Site cleanliness. Contractor must have the entire construction site cleaned by Friday of each week. This means removal of scrap lumber, concrete remnants and other such construction debris including cans, metal, plastic and paper. 8. Erosion and Sediment Control. Contractor must maintain all elements of the approved Erosion & Sediment Control Plan (silt fence, catch basin filters, etc.) until sod or other stabilization has been placed and approved by Public Works. 9. Other activities, where special conditions are identified by the Building Official. Failure to comply with the Construction Site Management Ordinance may result in a Stop Work Order being issued in accordance with City Code Sec. 6-17 (3) Revised 5/2009 F' COM ��erm�� #F'LE CORYTICE O COMMENCEMENT State of Countyof b� VATax Folio No. To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Address of property being improved�c General description of improvements: Owner:1)� M�11� J it ?(Joe Owner's interest in site of the improvement: Address: f:2 , � C; S f.��✓/�1 ~ Fee Simple Titleholder(if other than owner): Name: Contractor: pHtu-es Q`elm Address: LZ S Z r:°,{4yK1 'IrQ.D�INi4 G� 1�►t Telephone No.qj+ q-Z _ Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florid.:;: r+ther than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1) year from the date of recording unless a different date is specified): TMS SPACE FOR RECORDER'S USE ONLY OWNER Signe Date: 3 —a. U ` I J— Before ine th' �So day of 1, in the County of Duval,State Of Florida,has personally appeared ,ti }�e I ( (=a rC1 Doc#2015070630,OR BK 17112 Page 1867, Personally Known: I/ Number Pages:1 Produced Identification: or Recorded 03/30/2015 at 11:35 AM, Notary Public: Ronnie Fussell CLERK CIRCUIT COURT DUVAL My commission expi _ \ COUNTY RECORDING$10.00 CYNTHIA C G:E118M ADY �•; :� MY COMMISSION# EXPIRES August 04,2015 (407)398u4 FlotideNola Servlca.Wm CITY OF ATLANTIC BEACH FIL'mCOPY �1 S, Building Department r � J 800 Seminole Road J - � Atlantic Beach,Florida 32233 (904)247-5800 Olt 94 PLAN REVIEW COMMENTS Permit Application # %57- SE2- Z& Property Address: G S S14P/l S T Applicant: )PA it MPS )1�y .)Olers Project: /2/,- 4V f-yorn This permit application has been: ❑ Approved Reviewed and the following items need attention: /? o a v e a -e eAav P r i7I i va rr r. Q -�'�rm rn;.ss.h ro E �Y ealcvl�r �y?� s LJ Covrr-e �j u 1a�:n o� mP�r sib rn y p oria )"/"064c 14pp rove e Sin 4- Review 'u etr%a4l 733- r„ Please re-submit your application when these items have been completed. Reviewed By: Date: 2 City of Atlantic r3each ---.—__ ` APPLICATION NUMBER Building f�r;pat�iilu�errl 300 Seminole Road (To be assigned by the Building Department.) Atlantic Beach. Florida 32233-5445 Phone(904)247-5826 - Fax((PO4)247-SR45 o i E-mail: building-dept@coab.us City web-site: httpl/www.coab.us Date routed: I IPPLOC 4 (TMH PREV W AND Tf' ACK9NG F RMIM I3B'Opc:f`ty !�d)9h`�6'f?��i: SIG �// �-T— '-=- _-- ent rrevierly required Yes ra Ar�Ialia.::Eardf: / j /C' J G � - tannin &Zonin ree Administrator ------ I-6'rplc:-N;il': - — or u lic Utill ie ---- — Public Safety ------__ Fire Services --`— Review iee Dept Signature Other Agency Review or Permit Required Review or Receipt rmt V Florida Dept. of Environmental Protection of Peierified Lay Date 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 S T AVIS Previewing Department First Review: - Approved. (Circle one.) Comments:: []Denied. BUILDING PLANNING &ZONING I Reviewed by: �,J r� REE ADMIN. - � _ Date: / ] Second Review: []Approved as revised. ❑Del ed PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY _ Reviewed by: Date: FIRE SERVICES Third Review: - - - -- __ _ _I []Approved as revised. ❑Denied. Comments: Reviewed by: Date: I --------------------------- visedl 0'7/2-7/'10 City of At ntic r-;eacjj ISSuilding Department APPLICATION NUMBER 800 Seminole Road as (To be Signed by the Building Department) Atlantic Beach, Florida 32233-5445 APPLICATION D To Phone(904)247,5626 E-mail: building-dept@c0ab.us M-A R 3 2015 City web-site. [Date routed: -7 1 Fax(QCJ4) 11N)//WVM/COab.LIS FBY, APPLUCATON REVON AND TRAMNG FORPJR/i ent review required yes Applicant. lanning &Zoning re erninis�tr_ator ___- M 125 u lic Utili le Public Safety Fire)services Review fee $ Dept Signature Other Agency Review©r hermit Required review or Receipt Of Permiterified-Bv Date Florida Dept. of Environmental Protection Florida Dept. of Transp_ortatjon_ 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 Depariment First Review: DA roved. F (Circle one. ?Denied BUILDING PLANNING &ZONINIG Reviewedy:_ TREE ADIVIINI, Date -40 Second Review: E]Approved as revised ODenied PUBLIC WORKS Comments: PUBLIC Writ I_[IFS PUBLIC SAFETY Reviewed by: ---Date: FIRE SERVICES TMrd Review: DApproved as revised. []Denied. Comments: Reviewed by: Date.- Ui*y cif Atlantic Reacl, Building Department APPLICATION NUMBER 800 Seminole Roado be assigned by the Building Department.) Atlantic Beach, Florida 32233-5445 CEIV Phone(904) 247-5826 - Fax(904) 247-5R S MAR3 0 2015 J71 E-mail' building-dept@coab.us )ate routed:Cityweb-sit& httpJ/www coab.LIS APPLUCATMN REVIEW AND TRACKING FORMi �ropeli'ty Addres t; e-t review required Yes No l— Applicant: lanning &Zonin prolect. ree Administrator --- Wor tic Utili ie Public Safety Fire Services Review gee $ _3 Dept Signature Other Agency Review or Permit Required Review or Receipt Florida Dept. of Environmental Protection f Permit Verified By Date 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 [Reviev-1ingDepartment First Review: j�A�pproved F-]Denied, (Circle one Comments: BUILDING PLANNING &ZONING Reviewed by: pz/,- TR ADMIN. Date: 713 1 Z,�t5 I13`30`f5-- R Second Review: []Approved as revised. ElDenied. ------- IC NORf-�S C ments: C BI-1 UTILITIES 4U, - 13-30-f 5-- PUBLIC SAFETY Reviewed by: ---- --------------------------- Date: FIRE SERVICES Third Review: DApproved as revised. ElDenied. Comments: Reviewed by: Date: wised 07/27/10 j,yul TREE & VEGETATION AFFIL WIT City of Atlantic Beach Department of Community Development Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 (P)904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION (— Owner(s) r Legal Authorized Agent* NAME OF APPLICANT NAME OF COMPANY Kii,c�t L ADDRESS OF COMPANY Z S V 6vA fAti c; t<i J ox L r R 1'�), 6:, PHONE S / CELL pf aI EMAIL Vvk\w c:SgNAAt��4' I`ll CONTRACTOR CERTIFICATION NUMBER C 2S ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION 11-SITE INFORMATION STREET ADDRESS OF PROPERTY C S— \ If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION LOT BLOCK SUBDIVISION REAL ESTATE NUMBER LOT OR PARCEL SIZE: SQ FT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) I affirm that 1 have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation" of the Municipal Code of Ordinances for the City of Atlantic Beach, FL and/or 1 have participated in a pre-application meeting with the Administrator of those regulations. Subsequently, 1 affirm that no regulated trees and no regulated vegetation : be damaged,destroyed and/or removed ythove-described or cent properties in conjunction with this project. r / TURE O OWNERSIGNATURE OF' ` NJER gned and sworn before me on this day of Mayr*\��by State of DYA County of Identification verified: Oath sworn: F- Yes F- No k-&M 0( JENNIFER WALIQ R Nota S nature MY COMMISSION#FF 011,480 a• a` EXPIRES:April 24,2017 BopdedThruNotxry Public Undewrters My Commission expires: 1 FILE COPY DrJ Engineering, LLC (FKA: DrJ Consulting, LLC) ENGINEERING LLC 6300 Enterprise Lane Madison, Wisconsin 53719 RE: 77607333 - Important Notice:Each Truss Design Drawing(TDD)uses Metal Connector Plate(MCP)design values published by MCP manufacturers.Any referenced connectors use design values published by the connector manufacturer or the American Wood Council per NDS.The TDD further uses lumber design values published by the applicable lumber rules- writing agency as approved by the American Lumber Standards Committee.These are incorporated into lumber design provisions and equations created by the American Wood Council and input into modeling and analysis TDD software created and owned by the MCP manufacturers.The lumber design values correspond with the grade stamp identified by the Truss Manufacturer on the lumber prior to cross cutting. The lumber grading rules published by the rules-writing agency shall apply to the Owner,Building Designer and Contractor.All capitalized terms are as defined in ANSI/TPI 1,the National Design Standard for Metal Plate Connected Wood Truss Construction(TPI 1). Site Information: Project Customer: Durham Bldg Materials Project Name: 77607333 Lot/Block: Subdivision: Address: 65 Shell Street Model: Custom Residence City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria& Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2010/TP12007 Design Program: MiTek 20/20 7.4 Wind Code: N/A Wind Speed: N/A mph Floor load: 55.0 psf Roof Load: N/A psf This package includes 15 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. This document Drocessed per section 61G15-23.003 of the Florida Board of Professionals Rules . No. I Seal# Truss Name I Date No. Seal# Truss Name Date 1 119354362 F01 2/19/015 115 119354376 IF17 2/19/015 12 119354363 I F02 12/19/0151 13 119354364 I F05 12/19/015J t ,; ti4ltd��— d e _ 14 119354365 I F06 12/19/0151 p 4 Rejected 15 119354366 I F07 12/19/0151 16 119354367 I F08 12/19/0151 �0 2 0 5 ony anon 7 19354368 F09 2/19/015 d Ll quo a Rew-WA 18 119354369 I F10 12/19/0151 I%wwad any to yarwnl oodoarrrtoa wAh a project reqs re 19 119354370 J F11 12/19/015 1 00rew Oa«n»rw ane br°nwai'mnay th'prod. teww doaa not refto the Corftew n5ibay,fx •; 10 119354371 1 F122/19/015 t what o k t c«raie�'e - a tha Corttr�t Doaunwtu a. r at 11 119354372 2/19/015 F13 M rwbw done not oondrie W2 s -parriam of tM oonw,N.. d or. r. 112 119354373 1 F14 12/19/015 1 `lierw,whim e a aro the 113 119354374 I F15 12/19/0151 1' ER R11.02 C- 114 119354375 1 F16 12/19/0151 r —/7—/S The design assumptions,loading conditions,suitability and use of this Truss for any Building is the responsibility laiul of the Owner,the Owner's authorized agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI I.The approval of the TDD and any field use of the Truss,including handling,storage, ;1 lI installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out in the 1~�� a+PN( tt�,fo TDD and the practices and guidelines of Building Component Safety Information(BCSI)published by TPI and `fir .• s+.��^�+",r� SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer, �+►�4 1 �` •.« o� Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by the parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for .i; 9484 any Building. The Truss Design Drawing(s)(TDD[s])referenced have been prepared based on the construction documents(also '" referred to at times as"Structural Engineering Documents")provided by the Building Designer indicating the nature :. and character of the work.The design criteria therein have been transferred to DO Engineering(DrJ)by "r.".�: STATE OF +«� ProBuild East(Pooler). rw� .�� ►` These TDDs(also referred to at times as"Structural Delegated Engineering Documents")are specialty structural componet � '•.,#Q F designs and maybe part of the project's deferred or phased submittals.Asa Truss Design Engineer(i.e.,Specialty Engineer,the seal rr iP •+••• �` �♦ ity for the Truss depere and on any TDD icted icted on the TDD only.The Building acceptance sresponsibler nal engineering fo and shall coordinate al d review the TDDsesign of for single ltg " N t��«., P Y 9 9 compatibility with their written engineering requirements.Please review all TDDs and all related notes. February 19,2015 Truss Design Engineer's Name: Ryan Dexter, P.E. Ryan Dexter,P.E. My license renewal date for the state of Florida is February 28,2017. Florida Certificate of Authorization:No.29766 l of l Job Truss Truss Type Qty I Ply 65 Shell Street 19354363 77607333 F02 FLOOR 11 1 Jab Reference(optional) ProBulld, Poplar,GA 7.430 s Oct 14 2013 MTek Industries,Inc.Wed Feb 18 12:47:512015 Page 1 ID:3a_gWwtTCMJshfPKsQVp5HztfzL-YhHdoL9WXXytjnORwtnuZh?gko3Qk7skocDM Vdzjuyc 0-1-8 H r-1-3-0—I 1- 1-0-4—I1 2-D o i 1 Scale=125.7 2x4 2x4 = 2.4 II 3x8= 5x8 = 1 2 3 4 5 6 7 8 3x6 = i 1 9 '1 - t N 15 14 13 12 11 10 9 3x6 = 2x4 II 40= 2x4 I 14-9-8 14-9-8 Plate Offsets(x)O;r4:0-1-8Edge) [570-1-8.0-0-0],[870-2-OEdge] 19:0-1-8 Edge] 1120-1-8 Edgy f13 0 1 8 Edge] [17:0-1-8.0-1-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.10 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.14 13-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.03 19 n/a n/a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:85 Ib FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 30(flat) end verticals. WEBS 2x4 SP No.3(fiat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS (Ib/size) 16=783/0-5-8 (min.0-1-8),19=776/0-4-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1210/0,3-4=-1872/0,4-5=-2034/0,5-6=-2034/0,6-7=1650/0,7-8=751/0 BOTCHORD 15-16=0/737,14-15=0/1657,13-14=0/2034,12-13=0/2034,11-12=0/1927,10-11=0/1299 WEBS 5-12=285/0,2-16=-1040/0,2-15=0/703,3-15=-665/0,3-14=0/388,4-14=-425/0, 8-10=0/960,7-10=854/0,7-11=0/475,6-11=-418/0,6-12=62/467 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Bearing at joint(s)19 considers parallel to grain value using ANSITTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Old(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. ``Z�ytlititrl��rr, LOAD CASE(S) Standard , ,( � ph 4)N 9484 �ytf#� ��,, • ;s� STATE 0 QJ drlF �< February 19,2015 A WARNING-Please thoroughly review the"Customers Admowlecigement of ProBudd Standard Terms for Manufactured Products"form.Verify design parameters and read notes on this Truss Design Drawing(TDD) �i and the DrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss Design Engineer(i _Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, , • suitability and use of this Truss for any Building is the responsibility of the Owner,the Owners authorized agent or the Building Designer,in the conted of the IRC,the IBC,thelocal buiiding code and TPI 1.Theapproval of the TDD ant any f Id use of the Truss,including handling,storage,installation and bracing,shall be the responsibility of theBuilding Designer and Contractor.All notes set out in the TDD and the practices and guidelines of Building Component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All capitalized terms are as defined in TPI 1 ENG/NEERpVGuc Copyright 0 2014 ProBultl-DrJ Engineering,LLC,(130).Reproduction of this document,in any form,is prohibited without written pertnasion from ProBuild-DlJ. Job Truss Truss Type Qty Ply 65 Shell Street 19354365 77607333 F06 FLOOR 1 1 Job Reference(optional) ProBuild, Poplar,GA 7.430 s Oct 14 2013 MiTek Industries,Inc.Wed Feb 18 12:47:55 2015 Page 1 ' ID:3a_gWMTCMJshfPKsQVp5HztfzL-RTW7ejCOamSJBPhC9jrgjXAKSQKXgvnKjDBZeOzjuyY 0-1-8 0-11-2 ITIS Feral airs Scab, 1:62.4 5x6 = 2x4 11 3x4= 3x6 FP= 2x4 11 2x4 = 3x4 II 3x4 = 2x4 11 3x6 FP= 3x4= 3x4 11 3x4 = 3x4= 3x4 = 3x4 = 2x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 3 44 14 42 2 1 1 3 17 6 4 N .35 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 5x6 = 4x6= 3x4= 2x4 11 3x6 FP= 3x8= 3x6 FP= 2x4 11 2x4 11 3x4= 3x6 = 3x4 = 3x4 = 11-48 28-0-0 2-0-0 2- 2 918 018 17-9-12 26-0-0 7-" 36.6-0 2-0-0 a-2 7-1 ],[8:0-1-8 A -0-0 4}0 6-51 11-24 1-0-0 1-0-0 88-0 Plate Offsets(X,Y): [7:0-1-8,Edge ,Edge],[17:0-1-8,Edge],[18:0-1-8,Edge],[22:0-1-8,Edge],[27:0-1-8,0-0-0],[28:0-1-8,Edge],[37:0-1-8,0-0-0],[38:0-1-8,Edge],[43:0-1-8 .0-1-01,[44:0-1-8.0-1-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.39 Vert(LL) -0.13 26-27 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.2026-27 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.59 Horz(TL) 0.04 23 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:223 lb FT=20%F,11%E t LUMBER BRACING TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 30(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 41=2287/0-5-8 (min.0-1-8),33=2011/0-3-8 (min.0-1-8),23=881/0-5-8 (min.0-1-8) Max Grav 41=2351(LC 3),33=2095(LC 4),23=935(LC 11) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 42-43=-1076/0,1-43=-1075/0,2-3=0/1309,3-4=0/1309,4-5=571/1004,5-6=-1104/802, 6-7=1248/690,7-8=-1248/690,8-9=994/703,9-10=-994/703,10-11=-362/814, 11-12=0/1456,12-13=0/1456,13-14=-536/346,14-15=-1433/24,1516=-2001/0, 16-17=-2001/0,17-18=-2109/0,118-19=2110/0,19-20=-1787/0,20-21=1101/0 BOT CHORD 41-42=-570/0,40-41=-1140/203,39-40=884/926,38-39=-729/1253,37-38=690/1248, 36-37=-090/1248,3536=738/760,34-35=738/760,33-34=982/0,32-33=651/0, 31-32=-165/1075,30-31=165/1075,29-30=0/1772,28-29=0/2102,27-28=0/2109, 26-27=0/2109,2526=0/2031,24-25=0/1531,23-24=0/652 WEBS 17-28=-25/491,18-27=-371/36,2-42=0/1238,2-41=-1507/0,4-41=1046/0,4-40=0/784, 540=754/0,539=0/430,6-39=419/0,6-38=-316/359,8-36=597/0,10-36=0/519, 10-34=-792/0,11-34=0/828,11-33=1102/0,13-33=1361/0,13-32=0/1082, 14-32=1057/0,14-30=0/724,1530=-689/0,1529=0/552,17-29=798/0,21-23=-1101/0, 21-24=0/809,20-24=-774/0,20-25=0/463,19-25=-438/0,18-26=195/325 NOTES '`4114 J4'EP} Ql�1 1)Unbalanced floor live loads have been considered for this design. 'E IN 2)All plates are 4x4 MT20 unless otherwise indicated. , 6,` 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to �s` NO 69 84 be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1000 Ib down at G-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. b. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i� "*. TAT •-` ` LOAD CASE(S) Standard �0 ,C�• � 0tri 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 �•+... 110 Uniform Vert 23-42=10,1-3=-200(F-100),3-22=-100 'r N A g February 19,2015 Continued on page 2 WARNING-Please thoroughly review the"Customees Acknowledgement of ProBu4d Standard Terms for Manufactured Products"form.Verily design parameters and read notes on this Tess Design Drawing(TDD) and the DrJ Reference Sheet(rev.11-14)before useLriless otherwise stated on the TDD,only MiTek connector pates shall be used for this TDD to be valid.As a Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, ms , • suitability and use of Tess for any Building is the responsibility of the Owner,the Owners authorized agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1.The approval of the TDD and any field use of the Tnss,in cludmg handling,storage,installation and bracing,shall be the responsibility of the Building Designer and Contractor.AN notes set out in the TDD and the practices and guidelines of Building Component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance TPI 1 defines the responsibNdies and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,utess otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All captalved terms are as defined in TPI 1. ENGINEERfNGuc Copyright 02014 ProBulld-DrJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from ProBulld-DrJ. Job Truss Truss Type _717Y ty Ply es Snell Street 19354366 77607333 Tr FLOOR 3 1 Job Reference(optional) ProBuild, Pooler,GA 7.430 s Oct 14 2013 MTek Industries,Inc.Wed Feb 18 12:47:57 2015 Page 1 ' I D.3a_g WwtTCMJshfPKsQ Vp5HztfzL-Nreu2ODH6Ni 1 RirbG8uloyFgxDO08gcdAXggiHzjuyW 0-1-8 0-11-2 0 Swl =-�8 1:62.4 5x6 = 2x4 11 3x4= 3x6 FP= 2x4 11 20 = 3x4 11 3x4 = 2x4 11 3x6 FP= 30= 3x4 11 3x4 = 3x4= 3x4 = 3x4 = 2x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 19 lop 3 > 44 42 2 1 1 17 42 41 40 39 38 37 35 35 34 33 32 31 30 29 28 27 26 25 24 23 54 = 06= 3x4= 2x4 11 3x8 FP= 3x8= 3x8 FP= 2x4 I 2x4 11 3x4= 3x6 = 3x4 = 3x4 - 11-48 28-0-0 280 2- 2 94-8 04-8 17-9-12 26-0-0 7-0-0 368-0 2-0-0 6-2 7-1-12 -0-0 -0-0 65-4 624 1-0-0 1-0-0 880 Plate Offsets(X,Y): [7:0-1-8,Edge],[8:0-1-8,Edge],[17:0-1-8,Edge],[18:0-1-8,Edge],[22:0-1-8,Edge],[27:0-1-8,0-0-0],[28:0-1-8,Edge],[37:0-1-8,0-0-0],[38:0.1-8,Edge],[43:0-1-8 0-1-01f44:0-1-8.0-1 A LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.39 Vert(LL) -0,1326-21 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.2026-27 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.04 23 n/a n/a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:223 Ib FT=_20%F,_11%E LUMBER BRACING TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 30(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 41=2071/0-5-8 (min.0-1-8),33=2021/0-3-8 (min.0-1-8),23=883/0-5-8 (min 0-1-8) Max Grav 41=2135(LC 3),33=2098(LC 4),23=936(LC 11) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 42-43=-1038/0,1-43=-1037/0,2-3=0/1200,3-4=0/1200,4-5=597/908,5-6=-1126/721, 6-7=1265/629,7-8=1265/629,8-9=1007/655,9-10=-1007/655,10-11=371/782, 11-12=0/1439,12-13=011439,13-14=540/331,14-15=-1436/12,15-16=2004/0, 116-17=-200410,17-18=21112/0,118-119=21112/0,119-20=-1789/0,20-21=1102/0 BOT CHORD 41-42=-550/0,40-41=-1037/231,39-40=-796/950,38-39=-657/1272,37-38=629/1265, 36-37=-029/1265,35-3699/771,34-35=-699/771,33-34=-957/0,32-33=636/0, 31-32=-152/1079,30-31=152/1079,29-30=0/1775,28-29=0/2105,27-28=0/2112, 26-27=0/2112,2526=0/2032,2425=0/1531,23-24=0/653 WEBS 17-28=-26/490,18-27=-370/37,2-42=0/1195,2-41=-1327/0,4-41=1037/0,4-40=0/769, 5-40=741/0,5-39=0/417,6-39=402/0,6-38=-323/331,8-36=604/0,10-36=0/523, 10-34=-795/0,11-34=0/831,11-33=1106/0,13-33=-1359/0,13-32=0/1080, 14-32=1055/0,1430=0/722,15-30=687/0,1529=0/551,17-29=796/0,21-23=-1101/0, 21-24=0/810,20-24=775/0,20-25=0/463,19-25=-439/0,18-26=196/324 �t,�1t1>]Itlitr�lljl NOTES �� gIEPN �.fly, .r.4.• 1)Unbalanced floor live loads have been considered for this design. t, E IV 2)All plates are 4x4 MT20 unless otherwise indicated. *ii; G ori' •,�a�`�J 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to Q`� No 6§P484 • r be attached to walls at their outer ends or restrained by other means. •r 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1000 Ib down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. ,. ; cc ,• 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 15 - STATE 0 LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ��It� `+� •r• �ti Uniform Loads(plf) -14, Vert:23-42=10,1-22=-100 '11111 J t f s+11i1�"1 February 19,2015 Continued on page 2 ®WARNING-Please thoroughly review the"Customers Admow"ement of ProBulld Standard Terms for Manufactured Products'form.Verify d-gn parameters and read notes on this Truss Design Drawing(TDD) and the D(J Reference ess Sheet(rev.11-14)before use.Unlotherwise stated on the TDD,only MiTek connector plates shall be used for this Toot. be valid.Asa Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, • suitability and use of this Tess for any Building is the responsibility of the Owner,the Owners authorized agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1.The approval of the TDD and any field use of the Truss,including handling,storage,installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out in the TDD and the / practices and guidelines of Building Component Safety Information(SCSI)published by TPI and SBCA are referenced for general guidance TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer W any building.All capitalized terms are as defined in TPI 1. ENGINEER/NGuc Copilmi 0 2014 ProBuild-DrJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from ProBuild-DrJ. �333 Truss Truss Type Qty Ply 65 Shell Street19354367 FOB FLOOR 1 1 Job Reference(optional) r pmi ld, Pooler.GA 7.430 s Oct 14 2013 MiTek Industries,Inc.Wed Feb 18 12:47:58 2015 Page 1 ID:3ay WMTCMJshfPKsQ Vp5HztfzL-2CG GkEvthgt2sQ ngrPX LAov3dZ3tOJm PBPD FjzjuyV a1-8 ,H1-3-01i 1-8 1 08 Scale'.ff2"=1' 2x4 11 2x4 II 2x4 = 2x4= 1 2 3 4 5 6 7 8 1 18 7 1 4 N is 15 3x6 = 2x4 II 2x4 It 3x6= t 2-9-0 5-30 9-1-8 11-7-8 14-4-8 n 2-9-0 280 3168 2.6-0 Plate Offsets(X.)): ]4:0-1-8.Edge].]5:0-1-8.Edge].18 0-1-S.Edge].[7210-1-8.0-0-0].[1370-1-8.Edge] [17:0-1-8.D-1-0],[18:0-1-8.0-1-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.00 15 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.05 Vert(TL) -0.01 15-16 >999 360 BCLL 0.0 Rep Stress Incr YES WB 009 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:89 Ib FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 30(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 11-6-0 except(jt=length)16=0-3-8. (lb)- Max Grav All reactions 250 Ib or less atjoint(s)9,11,13,12 except 16=255(LC 1),10=287(LC 1),14=409(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-16=257/0,3-14=-365/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131 X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 0 9d84 c STATE OF .. to 46 February 19,2015 AWAt2P1MG-Plewe thoroughly review the"Customers Admowledgement of ProBuild Standard Terms for Manufactured Products"form.Verify design parameters and read notes on this Truss Design Drawing(TDD) and the DrJ Rererenoe Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility,for the design of the single Truss depicted on the TDD only,under TPI 1 The design assumptions,loading cooduions, suitability and use of this Truss for any Building is the responsibility of the 0v ,the Owners authorized agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1.The approval of the TDD and any held use of the Truss,including handling,storage,installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out in the TDD and the practices and guidelines of Building Component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All capdalved terms are as defined in TPI 1 m E]VG/NEE7t/lYGuc Copyright 02014 ProBuW-DrJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from PwBuild-DrJ. Job Truss Truss Type Qty Ply 65 shell Street 19354369 77607333 F10 FLOOR 1 1 Job Reference(optional) PMBU§dl Pooley GA 7.430 s Oct 14 2013 MiTek Industries,Inc.Wed Feb 18 12:48:012015 Page 1 ID:3a_g V VMTCMJshfPKsQVp5HztfzL-GctPumGnAcCSvK9MVzyEzoQPhgW14g3D59etr2zjuyS 0-" H F --I ��r 1-1-41 1 1-2-4 Scaled 1:35.1 3x6 FP= 3x6 FP= 2x4 = 6x8= 1 2 3 4 5 6 7 8 9 10 11 29 12 13 2 1\7 084 4 15 26 25 24 23 22 21 20 19 17 16 15 6x8 = 34 FP= 3x6 FP= 6x8= 1911-12 16-2-12 18-9-0 95-12 20-11-0 6-2-'22-6:12 0-8-4 0-11-4 Plate Offsets(X. )7 r11:0-3-O.Edgel 118.,0-3-0 Edgg] 1`22'0-3-0 0-0-0],f28:0-1-8.0-0-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 022 Vert(LL) -0.0523-25 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.08 23-25 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 18 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:179 Ib FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 30(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:20-21,18-20,17-16. REACTIONS (Ib/size) 27=771/0-5-8 (min.0-1-8),18=1942/0-5-8 (min.0-1-8),14=144/0-3-8 (min.0-1-8) Max Grav 27=844(LC 3),18=1942(LC 1),14=172(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1007/0,3-4=-1620/0,4-5=1620/0,5-6=-1791/0,6-7=1179110,7-8=11506/1154, 8-9=783/494,9-10=783/494,10-11=0/928,11-29=0/513,12-29=0/513 BOT CHORD 26-27=0/616,25-26=0/1406,24-25=0/1795,23-24=0/1795,22-23=0/1791,21-22=0/1791, 20-21=316/1225,19-20=687/331,18-19=-687/331,17-18=928/0 WEBS 7-22--0/306,13-15=252/0,11-18=103110,2-27=-979/0,2-26=0/674,3-26=-687/0, 3-25=0/367,5-25=-301/63,5-23=-367/112,10-18=-1086/0,10-20=0/862,8-20=-848/0, 8-21=0/624,7-21=-782/0,12-17=-854/0,11-17=0/741 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. •*iyi$ t 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)219 Ib down at 17-1-12,and 219 Ib down at 18-5-12,and 219 Ib down at 20-8-12 on top chord. The design/selection of such connection device(s)is the responsibility of * ► r others. ,4+r%�j •'.' 4 yE•N s 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .•.' ;, l?'t' No "94534 •'•'� LOAD CASE(S) Standard •. 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) i r Vert:14-27=10,1-13=-100 +010 .. Concentrated Loads(Ib) i!PSTATE �P 8- Vert:12=219(B)13=-219(8)29=219(6) �. •' < UNA February 19,2015 ®WARNING-Please thoroughly review the"Customers Acknowledgement of ProBudd Standard Terms for Manufactured Products'form.Verity design parameters and read notes on this Truss Design Drawing(TDD) and the DO Reference Sheet(rev.11-14)before use.Unless othenwise stated on the TDD,only MiTek connector plates shall be used for thin TDD to be valid.As a Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, J • suitability arta use of this Truss for any Building s the responsibility of the Owner,the Owners authorized agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1.The approval of the TDD and any field use of the Truss,including handling,storage,installation and bracing,shall be the responsibility of the in Designer and Contractor.All notes set out in the TDD and the practices and guidelines of Building component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss !j Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon inventing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer Ti for any building.All caplal¢ed terms are as defined in TPI 1. ENGINE'ERIIVGLLC Copyright 02014 ProSuild-DrJ Engineering,LLC,orJ).Reproduction of this document,in any form,is prohibited without written permission from ProBuild-DrJ. Job Truss Truss Type Qty Ply 65 Shell Street 19354371 77607333 F12 FLOOR 3 1 Job Reference(optional) ProBuid, Pooler,GA 7.430 s Oct 14 2013 MTek Industries,Inc.Wed Feb 18 12:48:02 2015 Page 1 ID:3a_gWwtTCMJshfPKsQ Vp5HztfzL-kpRn66HPxvKJXTkZ3hTTVOzcpEwupDwMKpNROUzjuyR 0-1.8 3x4= 1-3-0 1-2-0 1� ' 2 � 1 3x4= q 3x4 Scale=1:13.0 1-4 -8 o W ZI I 2x4 II 2x4 II g 7 6 5 34 = US= 4-5-0 _ Plate Offsets(X.Y)* j1:Edyg,0-1-8]12_0-1-8 Edge] 1370-1-8 Edgy 16'0-1-8 Edgel,1770-1-B Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) -0.00 7 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.05 Vert(TL) -0.00 7 >999 360 6CLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:35 Ib FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except BOT CHORD 2x4 SP M 30(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 8=229/Mechanical,5=229/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girders)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 1040-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard i%,%%J11111111111� di joyOSE PN t No 6 j�� I^ # +"tl 4 jft, a ft t, February 19,2015 /&WARNING-Please tharougMy review the"Custorners Acknowledgement of ProBudd Standard Terms for Manufactured Products"form.Verify desgn parameters ale read notes on this Truss Design Drawing(TDD) Si and the DrJ Reference Sheet(rev.11-14)before use.unless otherwise stated on the TDD,only MiTek-nnector plates shall be used for this TDD to be valid.Asa Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the desgn of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, , • suitability and use of this Truss for any Building is the responsibility of the Owner,the Owner's authorized agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1.The approval of the TDD and any field use of the Truss i biaan including handling storage,installation and g,shall be the responsibility of the Building Designer and Contractor.A I notes set out in the TDD and the practices and guidelines of Budding Component Safety Information(BCSI)published by TPI and SOCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manuf aclurer,unless otherwise defined by a contract agreed upon in venting by all parties involved.The Truss Design Engineer Is NOT the Building Designer or Truss System Engineer for any building.All capitalized terms are as defined in TPI 1. ENGlNEER/NG uc Copyright 02014 PmBwld-DrJ Engineering,LLC,(DrJ).Reproduction of this document.in any form,is prohibited without written permission from ProBuild-DrJ. Job Truss Truss Type Qty Ply 77607333 F14 GABLE 1 1 65 Shell Street 19354373 Job Reference(optional) ProBuild. Pooler,GA 7.430 s Od 14 2013 MiTek Industries,Inc.Wed Feb 1812:48:03 2015 Page 1 ID:3a_gWwtTCMJshfPKsQVp5HztfzL-C??9JS12iDSA9d IIdO_i2DVnVeGjYgSVZT7_wxzjuyQ 2x4 11 1 2x4 11 2 2x4 11 3 42x4 I Scale=1:13.1 8 g 2.4 = 2x4 = 7 -6 5 8 9 7 6 5 30 = 2x4 II 3x5 = 14-0 2$-0 3-0-8 r 1-4-0 1V 0-4-8 Plate Offsets Il [4:D-1-8 Edgy [870-1-8.0-1-0].[970-1-8.0-1A LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:24 lb FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except BOT CHORD 2x4 SP M 30(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS (lb/size) 7=59/340-8 (min.0-1-8),5=84/3-0-8 (min.0-1-8),6=150/3-0-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PH �. bi84 ,. y y i A • •i � 4 � M fF • i fr i lor 1 STATE QJ * £ l I't/jlJt February 19,2015 A WARNING-Please thoroughly review the"Customer's Acknowledgement of Proeluild Standard Terms for Manufactured Products"form.Verify design parameters and read notes on this Truss Design Drawing(TDD) Y and the DrJ Reference Sheet(rev.11-14)before use.unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, , suitability and use of this Truss for any Building e,the responsibility,of the Owner,the Owners authorized agent or the Building Designer,in the context of the IRC,the ISC,the local building code and TPI 1.The approval of the TDD and any field use of the Truss,including handli rig,storage,Installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out in the TDD and the practices and guidelines of Building Component Safety Information(SCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.Al capitalized terms are as defined In TPI 1. ENG/NIEERtNGuc copyright 02014 ProBUtd-DrJ Engineering,LLC.(Dr l).Reproduction of this document,in any form,is prohibited without vmtten permission from ProBuild-DrJ. Job Truss Truss Type Qty Ply65 Shell street 19354375 77607333 Fib FLOOR 6 1 Job Reference o tional ProBuild, Pooler,GA 7.430 s Oct 14 2013 MTek Industries,Inc. Wed Feb 18 12:48:05 2015 Page 1 ID:3a_g WwtTCMJshfPKs0Vp5HztfzL-807vk7KIEgjuOxS7kp1 A7eb1 rSonOVGoOnc5_pzjuyO 0.1-8 H11-3-00-9-1�5 2i 0-0—� 1-5-6� 1i—4� Cia Scale 1:31.6 2.4 II 20 = 2x4 11 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 2 p 4 7 1 1 3 94 N 21 20 19 18 17 16 14 13 3x6 = 3x6 FP= 2x4 11 3x6= 3x6 = 10-4-14 2-9-0 5-3-0 7315 8-341 9-3b 10.36 13-2-12 1 15-11-8 18-0-6 2-9-0 2Ir0 2-0-15 0.11-7 1-0-0 1-0-0 0.-0 2.9-14 0. 27� 9-0 Plate Offsets(X Y)7 j570-1-8 Edgej [6 0-1-8 Edgel.fl6 0-1-8 Edgej [17'0-1-8 Edge] [2370-1-8.0-1-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.46 Vert(LL) -0.13 17-18 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.20 17-18 >781 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.03 13 n/a n/a BCDL 5.0 Code FRC2010lrP12007 (Matrix) Weight:117 Ib FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP M 30(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS (Ib/size) 22=801/0-5-8 (min.0-1-8),13=506/Mechanical,15=717/0.3-8 (min.0-1-8) Max Grav 22=804(LC 3),13=555(LC 7),15=786(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=917/0,3-4=-1429/0,4-5=1575/0,5-6=-1471/0,6-7=1471/0,7-8=743/0, 8-9=743/0,9-10=-743/0,10-11=562/0 BOT CHORD 21-22=0/557,20-21=0/1257,19-20=0/1594,18-19=0/1594,17-18=0/1471,16-17=0/1471, 15-16=0/1035,14-15=0/723,13-14=0/374 WEBS 6-16=386/0,2-22=-939/0,2-21=01650,3-21=-612/0,3-20=0/310,4-20=-298/0, 5-18=0/265,7-15=-696/0,7-16=0/701,11-13=-632/0,11-14=0/340,10.14=-289/0, 10-15=-262/209 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standardt;��C�'. tt✓�E N�" f►. No &94 4 y r 9 STATE February 19,2015 WARNING-Please thoroughly review the"Customers Acknowledgement of ProBuild Standard Terms for Manufactured Products"form.Verify design parameters antl read notes on this Trus Design Drawing(TDD) and the DO Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MTek connector plates shall be used for Min TDD to be valid.Asa Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1 The design assumptions,loading conditions, suitability and use of s thin Truss for any Building is the responsibility of the Owner,the Owner's authorized agent a the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1.The , approval of the TDD and any field use of the Truss,including handling,storage,installation and bracing,shall be the responsibility of the Buidmg Designer and Contractor.All notes set out in the TDD and the practices and guidelines of Building Component Safety Information(BCS 1)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless othenvnse defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer Zany building-All capitaleed terms are as defined in TPI 1. ^' ENG/IYEF1tINGLCC Copyright O 2014 ProBuild-DrJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permsslon from Protiuild-DrJ. • mv�m��O1nnvm�0<n ?�.mvo aoo poem m!''�cxiv o�n>,vm3 mN o�owf.m�°rsF.00 0105"v cmoJMa5o rnMMn3co�o!"� 0 3,m m�� Om�m`cDoo omo Ccc Omy5 aO'm mm o.<m m!'mm 13ma�cn�am c mg�3 mDw��nmi�.amla Dm�.�dDv mai arm-nE^.��OOy w2m mcy a 5m mm QNN3ma.,Zv ppm y oa o nm�omo gm n°mm�m amm nm n�jp^'m imam mpH mem l7pym<mm� �o oNmonNmmmc E2mm3 o'J< m 0 �n jF.ao om"oo-ooga o-m omlo.y_iN c?J�°mc�oN ov OS.N��o�.�a'a»'M.n�.m�m om�mNamm` omm�amoa��'nJm.amD„m�pmmm=3pmn�mN��mo '?yca°J mm� nm.m nods �7 _�. 4 O ' ml. 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Ja .gym 0 �O� C7 F ,Qo (nDJc3 no m a�3 J O m a� n 2 3 03 r`ov Q J g g� c'< m m m z a' < Dm C) u �o p m? m!a o mm 3 oa '�moma Z z -�1 = X 2 om 0)-Am ma on Q..m nom O cnmx Cl) m^, D3 F. N maa mo ,ZI /� O ,00 • m mzo�m m o m�' nmo nvm.m�. m VI z �c�� d' Q 0-4R-Q m£. o mw mfmnA mga,m3 z 00VVWV34-6 om �ulo a ma mg Dox gm nc D C =c� rnmm32o o- �g o Hm N nN m o K nix�n m mma wpm m wx Z m m� m m m mC OBJ o mm=mmJo c o n 3;m = N �Do:t.o mmng mm 33- aOU( no o> 3a Nm m ^ m z Jc o P m m�. o m 'm o °i�' a 0 TOP CHORD J n^ ur m O c m ®Boise Cascade Double 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Floor Beam1BM01 BC CALC®Design Report °'°""'" �— Dry 11 span No cantilevers 10/12 slope Wednesday, February 04, 2015 Build 3272 File Name: BC Job Name: CUSTOM RESIDENCE Description: Designs\BM01 Address: 65 SHELL STREET Specifier: City, State,Zip: , Designer: ELO Customer: DURHAM BUILDING MATERIALS INC Company: PROBUILD Code reports: ESR-1040 Misc: I i 3 1 _ 2 BO 16-05-08 131 Total Horizontal Product Length=16-05-08 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/2" 439/0 2,908/0 2,016/0 B1, 5-1/2" 439/0 2,908/0 2,016/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft^2) L 00-00-00 16-05-08 40 15 01-04-00 2 Roof Loads Unf. Lin. (Ib/ft) L 00-00-00 16-05-08 209 245 n/a 3 Wall Above Unf. Lin. (Ib/ft) L 00-00-00 16-05-08 100 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 18,357 ft-lbs 18.3% 125% 2 08-02-12 End Shear 3,453 lbs 17.3% 125% 2 02-05-08 Total Load Defl. U999 (0.101") n/a n/a 2 08-02-12 Live Load Defl. U999 (0.041") n/a n/a 5 08-02-12 Max Defl. 0.101" n/a n/a 2 08-02-12 Span/Depth 7.8 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 5-1/2"x 3-1/2" 4,924 lbs 45.3% 34.1% Southern Pine B1 Wall/Plate 5-1/2"x 3-1/2" 4,924 lbs 45.3% 34.1% Southern Pine Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 2 ®Boise Cascade Triple 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Floor Beam\BM02 WEEDry 11 span No cantilevers 10/12 slope Wednesday, February 04,2015 BC CALCI Design Report Build 3272 File Name: Beams.bcc Job Name: CUSTOM RESIDENCE Description: Designs\BM02 Address: 65 SHELL STREET Specifier: City, State, Zip: , Designer: ELO Customer: DURHAM BUILDING MATERIALS INC Company: PROBUILD Code reports: ESR-1040 Misc: 97 �[y0 7p q 3 12 4 13 5 14 6� 8� 18 ... 14-09-08 BO 131 Total Horizontal Product Length= 14-09-08 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/2" 5,851 /0 6,697/0 3,679/0 B1, 5-1/2" 5,160/0 2,876/0 596/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (Ib/ft^2) L 00-00-00 14-09-08 40 15 02-00-00 2 BM03 Conc. Pt. (Ibs) L 02-05-04 02-05-04 640 3,291 2,416 n/a 3 F11 Conc. Pt. (Ibs) L 04-05-04 04-05-04 625 234 n/a 4 F11 Conc. Pt. (Ibs) L 06-05-04 06-05-04 625 234 n/a 5 F11 Conc. Pt. (Ibs) L 08-05-04 08-05-04 625 234 n/a 6 F11 Conc. Pt. (Ibs) L 10-05-04 10-05-04 625 234 n/a 7 F11 Conc. Pt. (Ibs) L 12-05-04 12-05-04 625 234 n/a 8 F11 Conc. Pt. (Ibs) L 14-05-04 14-05-04 625 234 n/a 9 F15 Conc. Pt. (Ibs) L 00-06-04 00-06-04 736 276 n/a 10 F15 Conc. Pt. (Ibs) L 01-02-12 01-02-12 736 276 n/a 11 F15 Conc. Pt. (Ibs) L 03-02-12 03-02-12 736 276 n/a 12 F15 Conc. Pt. (Ibs) L 05-02-12 05-02-12 736 276 n/a 13 F15 Conc. Pt. (Ibs) L 07-02-12 07-02-12 736 276 n/a 14 F15 Conc. Pt. (Ibs) L 09-02-12 09-02-12 736 276 n/a 15 F13 Conc. Pt. (Ibs) L 11-00-12 11-00-12 1,021 383 n/a 16 R04 Conc. Pt. (Ibs) L 01-01-04 01-01-04 319 376 n/a 17 R14 Conc. Pt. (Ibs) L 02-06-04 02-06-04 1,261 1,483 n/a 18 WALL ABOVE Unf. Lin. (Ib/ft) L 00-00-00 02-09-00 100 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 31,595 ft-Ibs 26.2% 100% 1 06-10-00 End Shear 10,082 lbs 42.1% 100% 1 02-05-08 Total Load Defl. U999 (0.094") n/a n/a 1 07-02-12 Live Load Defl. L/999 (0.055") n/a n/a 4 07-06-06 Max Defl. 0.094" n/a n/a 1 07-02-12 Span/Depth 7 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 5-1/2"x 5-1/4" 13,844 lbs 84.9% 63.9% Southern Pine 131 Wall/Plate 5-1/2"x 5-1/4" 8,035 lbs 49.3% 37.1% Southern Pine Notes Page 1 of 2 ®Boise Cascade Double 1-3/4" x 24" VERSA-LAMO 2.0 3100 SP Floor Beam1BM03 _® Dry 11 span No cantilevers 10/12 slope Wednesday, February 04, 2015 BC CALC®Design Report Build 3272 File Name: Beams.bcc Job Name: CUSTOM RESIDENCE Description: Designs\BM03 Address: 65 SHELL STREET Specifier: City, State,Zip: , Designer: ELO Customer: DURHAM BUILDING MATERIALS INC Company: PROBUILD Code reports: ESR-1040 Misc: r• a a x ey... Y' v,_ 'k' _< "!= �'" 6' *3T t 16-00-00 B0 61 Total Horizontal Product Length= 16-00-00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/2" 640/0 3,291 /0 2,416/0 B1, 5-1/2" 640/0 3,291 /0 2,416/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft^2) L 00-00-00 16-00-00 40 15 02-00-00 2 Roof Loads Unf. Lin. (Ib/ft) L 00-00-00 16-00-00 257 302 n/a 3 Wall Above Unf. Lin. (Ib/ft) L 00-00-00 16-00-00 100 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 20,623 ft-lbs 20.5% 125% 2 08-00-00 End Shear 3,953 lbs 19.8% 125% 2 02-05-08 Total Load Defl. U999 (0.106") n/a n/a 2 08-00-00 Live Load Defl. L/999 (0.045") n/a n/a 5 08-00-00 Max Defl. 0.106" n/a n/a 2 08-00-00 Span/Depth 7.6 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 5-1/2"x 3-1/2" 5,707 lbs 52.5% 39.5% Southern Pine B1 Wall/Plate 5-1/2"x 3-1/2" 5,707 lbs 52.5% 39.5% Southern Pine Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. ®Boise Cascade Double 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Floor Beam1BM04 Dry 11 span No cantilevers 10/12 slope Wednesday, February 04, 2015 BC CALCO Design Report Build 3272 File Name: Beams.bcc Job Name: CUSTOM RESIDENCE Description: Designs\BM04 Address: 65 SHELL STREET Specifier: City, State, Zip: , Designer: ELO Customer: DURHAM BUILDING MATERIALS INC Company: PROBUILD Code reports: ESR-1040 Misc: 4i 5 6 7 13 __ .. ... _ 1 12-11-00 BO 11311 Total Horizontal Product Length=12-11-00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/2" 1,323/0 2,345/0 1,227/0 B1, 5-1/2" 1,574/0 2,439/0 1,227/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft^2) L 00-00-00 12-11-00 40 15 01-04-00 2 Roof Loads Unf. Lin. (Ib/ft) L 00-00-00 12-11-00 162 190 n/a 3 Wall Above Unf. Lin. (Ib/ft) L 00-00-00 12-11-00 100 n/a 4 F16 Conc. Pt. (Ibs) L 02-01-12 02-01-12 368 138 n/a 5 F16 Conc. Pt. (Ibs) L 04-01-12 04-01-12 368 138 n/a 6 F16 Conc. Pt. (lbs) L 06-01-12 06-01-12 368 138 n/a 7 F16 Conc. Pt. (Ibs) L 08-01-12 08-01-12 368 138 n/a 8 F16 Conc. Pt. (Ibs) L 10-01-12 10-01-12 368 138 n/a 9 F16 Conc. Pt. (Ibs) L 12-01-12 12-01-12 368 138 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 11,295 ft-Ibs 14.1% 100% 1 06-01-12 End Shear 2,705 lbs 17% 100% 1 02-05-08 Total Load Defl. U999 (0.042") n/a n/a 3 06-04-12 Live Load Defl. L/999(0.019") n/a n/a 6 06-04-12 Max Defl. 0.042" n/a n/a 3 06-04-12 Span/Depth 6.1 n/a n/a 0 00-00-00 Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 5-1/2"x 3-1/2" 4,258 lbs 39.2% 29.5% Southern Pine B1 Wall/Plate 5-1/2"x 3-1/2" 4,540 lbs 41.7% 31.4% Southern Pine Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 2 FILE COPY DrJ Engineering, LLC (FKA., DrJ Consulting, LLC) a• STM 6300 Enterprise Lane ENG/NEER/NGllc Madison, Wisconsin 53719 RE: 77607232 - 65 Shell Street Important Notice:Each Truss Design Drawing(TDD)uses Metal Connector Plate(MCP)design values published by MCP manufacturers.Any referenced connectors use design values published by the connector manufacturer or the American Wood Council per NDS.The TDD further uses lumber design values published by the applicable lumber rules- writing agency as approved by the American Lumber Standards Committee.These are incorporated into lumber design provisions and equations created by the American Wood Council and input into modeling and analysis TDD software created and owned by the MCP manufacturers.The lumber design values correspond with the grade stamp identified by the Truss Manufacturer on the lumber prior to cross cutting. The lumber grading rules published by the rules-writing agency shall apply to the Owner,Building Designer and Contractor.All capitalized terms are as defined in ANSI/TPI 1,the National Design Standard for Metal Plate Connected Wood Truss Construction(TPI 1). Site Information: Project Customer: Durham Bldg Materials Project Name: 77607232 Lot/Block: Subdivision: Address: 65 Shell Street Model: Custom Residence City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State.- General tate:General Truss Engineering Criteria& Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2010/TP12007 Design Program: MiTek 20/20 7.4 Wind Code: ASCE 7-10 Wind Speed: 130 mph Floor load: N/A psf Roof Load: 37.0 psf This package includes 19 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. This document Drocessed Der section 61G15-23.003 of the Florida Board of Professionals Rules No. I Seal# Truss Name I Date No. I Seal# I Truss Name I Date 1 119354308 R01 2/19/015 115 119354322 JR15 2/19/015 12 119354309 I R02 12/19/015 116 119354323 I V01 12/19/015 I 13 119354310 1 R03 12/19/015117 119354324 1 V02 12/19/0151 14 119354311 1 R04 12/19/015 118 119354325 1 V03 12/19/0151 15 _ 119354312 1 R05 12/19/015119 119354326 1 VO4 12/19/0151 t' 16_ _119354313 1 R06 12/19/0151 i-T'1 No F ❑4 17 119354314 I R07 12/19/0151 102 Reviewed ❑5 rtloNrmotion 18 119354315 J R08 12/19/0151 ;�•� Eicoep 3 Revise Noted a Reath 19 119354316 I R09 12/19/0151 i' 110 119354317 I R10 RrA~'r�br°"omib - �- a wM N Pf xx In 12/19/015 1 t +a «w te►ft +a w a»aa«� + 111 119354318 I R 11 12/19/0151 a +er`�n��"oona.a r Is r t0r� N' pu n 112 119354319 I R 12 12/19/0151 ms"rw4ewc0r10i�eo„ aordrDoctmwft nd e1er,.'ft r3 of the Wcn 113 119354320 1 R13 12/19/015 1 >aa. �paratiorw d tM mrrtr,�-� ,. « 114 119354321 1 R14 12/19/015 I f ,w"we the "IP ,•� SUOING..INC. - %'r>yScc The design assumptions,loading conditions,suitability and use of this Truss for any Building is the responsibility �• � - of the Owner,the Owners authorized agent or the Building Designer,in the context of the IRC,the IBC,the local ^9ture: . building code and TPI]The approval of the TDD and any field use of the Truss,including handling,storage, 1�� installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out in the �1t� {} J , TDD and the practices and guidelines of Building Component Safety Information(BCSI)published by TPI and -,• +, SBCA are referenced for general guidance.TPI I defines the responsibilities and duties of the Truss Designer, �+►�Q` - �,� ;,- J Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing e. 61141 ` •� by the parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for _# 9484 any Building. The Truss Design Drawing(s)(TDD[s])referenced have been prepared based on the construction documents(also referred to at times as"Structural Engineering Documents")provided by the Building Designer indicating the nature : •- and character of the work.The design criteria therein have been transferred to DO Engineering(DrJ)by ip STATE OF -« ProBuild East(Pooley). •, ,p �•♦+` These TDDs(also referred to at times as"Structural Delegated Engineering Documents")are specialty structural compone ;•'-j 0 R �•,'' designs and may be part of the project's deferred or phased submittals.As a Truss Design Engineer(i.e.,Specialty Engineer! ...... T uthe ss deal picted one and the TDD onln any TDD y.The Building acceptance sresprofessional onsib responsible and shall coo coordinate ality for the design d review he TDDs foe single ]#t It lif A", P Y. 9 9 P compatibility with their written engineering requirements.Please review all TDDs and all related notes. February 19,2015 Truss Design Engineer's Name: Ryan Dexter, P.E. Ryan Dexter,P.E. My license renewal date for the state of Florida is February 28,2017. Florida Certificate of Authorization:No.29766 1 of 1 Job Truss Truss Type Qty Ply65 Shell Street 19354311 77607232 R04 SCISSOR 14 1 • Job Reference(optional) Pto6uid, Pooler,GA7.430 s Oct 14 2013 111 Industries,Inc.Wed Feb 18 12:45:07 2015 Page 1 ID:3ay VMTCMJshfPKsoVp5HzlfzL-MBMdNGAe88H81 arwJRgRv6DhEh5WJz7b55Ugl74v?A 5-6-12 980 13-5-41g-ll 5-6-12 311-5 3-11-5 5812 4x4= Scale=1:46.2 4 9.00 12 2x4 _ 10 11 14 2x4 3 5 3x4 12 3x4 e 3x4 6 6x8— 3x4 1 7 { 4.5012 1^g 3x8 I 34 I I 980 19-0-0 9_" 9-" Plate Offsets(x-)07 [1*0-1-11 Edge) [7,0-2-12 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) -0.22 7-8 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.56 7-8 >404 240 BCL_ 0.0 ' Rep Stress Ina YES WB 0.40 Horz(TL) 0.13 7 n/a n/a BCDL 10.0 Code FRC2010frPI2007 (Matrix) Weight:94 Ib FT=20% LUMBER BRACING • TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-7-4 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Structural wood sheathing directly applied or 9-8-12 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-5-3,Right 2x4 SP No.3 3-5-3 REACTIONS (Ib/size) 1=695/0-5-8 (min.0-1-8),7=695/0-5-8 (min.0-1-8) Max Horz 1=261(LC 9) Max Uplift1=227(1_C 12),7=-227(LC 13) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=11784/557,2-9=-1714/563,3-9=-1702/575,3-10=-1396/322,4-10=1339/340, 4-11=1339/373,5-11=1396/354,5-12=1702/478,6-12=-1714/465,6-7=1784/459 BOT CHORD 1-8=539/1384,7-8=313/1384 WEBS 4-8=292/1305,5-8=-394/411,38=394/390 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph,TCDL=4.2psf;BCDL=6.Opsf;h=30ft;Cat.Il;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-4 to 3-1-4,Interior(1)31-4 to 9-6-0,Exterior(2)9-6-0 to 12-6-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 1�N1 � t fit between the bottom chord and any other members. 'll,�� 5) joint(s) considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify � 'Epi capacity ofng surface 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except 0=1b)1=227, 7=227. ,�►.� °` `. + 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. O Qa484 `•, w LOAD CASE(S) Standard is .. is 4111 ` It;It `} February 19,2015 WARNING-Please thoroughly review the"Customers Acknowledgement of ProBuild Standard Terms for Manufactured Products"form.Verily design parameters and read notes on this Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss 13 gn Engineer(r.e.,Specially Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, suitability and use of Mrs Truss for any Building is the responsibility of the Owner,the Owners authorized agent or the Building Designer,in the context of the IRC,the IBC.the local building code and TPI 1.The q approval of the TDD and any field use of the Trussion,including handling,storage,installatand bracing,shall be the responsibility of the Building Designer and Contractor All notes set out in the TDD and the practices and guidelines of Building Component Safety Information(SCSI)publmhed by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless othervnse defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All capitalized terms are as defined rn TPI 1 V ENGINEERINGuc Copyright 0 2014 ProBuddl-DrJ Engineering,LLC,(DrJ).Reproduction ofthm document,in any form,is prohibited without written permission from ProBuild-DrJ. Job Truss Truss Type Qty Ply 65 Shell Street 19354313 77607232 R06 COMMON 1 1 Job Reference(optional) ProBuild, Pooler,GA 7.430 5 Oct 14 2013 MTek Industries,Inc.Wed Feb 18 12:45:09 2015 Page 1 ID:3a_gVVMTCMJshfPKsQVp5HztfzL-IXUNoyBuglXsHu?JQstv?XlysVhtntQuYOznpOzjv?8 Sao 7-3.0 9-6-0 77-9-078-10-0 SO-0 2-3-0 4-10-0 3x4 = Scale=1:51.1 4 3x4 i 3x4 9.00 1y 14 3 5 15 3x4 i 2x4 II 2 6 73 16 0 5 9 3.6 4x4 7 1 12 1t 10 17 18 19 20 9 8 2x4 11 3x4= 6x8 = 5x6= 2x4 II 3-1-0 5-0-0 14-0-0 18-10-0 ' 3-7-0 ' 1-11-0 10-0 4-10-0 Plate Offsets(X)0 (1:0-1-0.0-1-12] [4:0-2-0.Edge]. -3-8.0-301 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.26 9-10 >718 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 079 Vert(TL) -0.75 9-10 >246 240 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 8 Na Na BCDL 10.0 Code FRC2010/TPI2007 (Matrix) Weight:126 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-13 oc purlins, except BOT CHORD 2x4 SP M 30`Except- end verticals. 9-12:2x4 SP DSS BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3*Except` WEBS 1 Row at midpt 2-11 1-12,7-8:2x4 SP No.2 REACTIONS (lb/size) 11=1158/0-5-8 (min.0-1-13),8=774/0-3-8 (min.0-1-8) Max Horz 11=290(1_C 10) Max Uplifll l=-241(LC 12),8=1164(1_C 13) Max Gravl l=1175(LC 21),8=814(LC 21) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=119/256,2-14=-758/267,3-14=710/277,3-4=-294/139,5-15=1400/408, 6-15=1454/404,6-16=-1093/158,7-16=1204/146,7-8=-1103/159 BOT CHORD 10-11=-99/622,10-17=-59/585,17-18=-591585,18-19=-59/585,19-20=59/585, 9-20=59/585 WEBS 2-11=2150/259,2-10=-74/1368,3-10=244/259,3-5=-613/191,5-9=315/1012, 6-9=626/442,1-11=-349/255,7-9=39/889 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=30ft;Cat.11;Exp C;Encl.,GCpi=0.18; t l t i xf MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-6-0,Exterior(2)9-6-0 to 12-6-0 zone; ;Li FBl cantilever left exposed;end vertical left exposed,C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate X04 �Er grip DOL=1.60 • • „�. rr 3)200.0Ib AC unit load placed on the bottom chord,9-6-0 from left end,supported at two points,5-0-0 apart. ,`44 , s •-a ' •,•` 00 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �'r►-�. ` (�4�t 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will O 6 484 ••,Y fit between the bottom Chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Ot=1b)11=241, ."�, f •; 8=164. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). � TA Q LOAD CASE(S) Standardit 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ##`_� ,. ,.+{ a��gs Loas Uniform NA Vert 1-454,4-7=-54,10-12=20,9-10=-60(F=-40),B-9=-20 ��,jrl 41!!ISS February 19,2015 Continued on page 2 WARNING-Please thoroughly review the"Customers Admowledgement of ProBuild Standard Terms for Manufactured Products'formverify design parameters and read notes on this Truss Design Drawing(TDD) H and the DrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MtTek connector pates shall be used for this TDD to be valid.As a Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, suitability and use of this Truss for any Building s the responsibility of the Owner.the Owners authored agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1 The , approval of the TDD and any field use of the Truss,including handling,storage.installation and bracing,shall be the responsibildy of the Building Designer and Contractor.All notes set out in the TDD and the practices and guidelines of Building Component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All cap4alived terms are as defined in TPI 1. ENGINEER/NG Copyright 02014 ProBuild-DrJ Engineering,LLC,(DrJ).Reproduction of this document in any form,is prohibited without written permission from ProBuild-DrJ. Job Truss Truss Type ty Ply 65 she street 19354314 77807232 R07 COMMON 2 1 Job Reference o tional ProBuild, Pooler,GA 7.430 is Oct 14 2013 MTek Industries,Inc.Wed Feb 18 12:45:10 2015 Page 1 ID:3a_gV VMTCMJshfPKsQVp5HztfzL-mj2l?ICXR3fju2aV_Z08Xkr7cvl6VWg2n2jKMSzjv?7 5-0-0 7-30 9-6-0 11-9-0 14-0-0 1&10.0 5-0-0 2-30 2-30 2-30 2-30 4-10-0 3x4 = Scale=1:51.1 4 3x4 3x4 3 5 9.00 r12 15 14 3x4 �i 2x4 II 2 6 13 16 0 5 9 3x6 4x4 1i 1 21 7 12 io 1718 19 20 9 1 11 8 2x4 II 3x4= 6x8 = 5x6 = 2x4 II 31-0 5-0-0 14-0-0 18-10-0 31-0 1-11-0 9-0-0 4-10-0 Plate Offsets fX-YY 11:0-1-0.0-1-12].[4:0-2-o Edge) [97o-4 0 0-3-4) (1o'r1 ;R 23-0I LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.26 9-10 >718 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.75 9-10 >246 240 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix) Weight:126 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-13 oc purlins, except BOT CHORD 2x4 SP M 30`Except' end verticals. 9-12:2x4 SP DSS BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3*Except` WEBS 1 Row at midpt 2-11 1-12,7-8:2x4 SP No.2 REACTIONS (Ib/size) 11=1158/0-5-8 (min.0-1-13),8=774/Mechanical Max Horz 11=-290(LC 10) Max Upliftl 1=-241(LC 12),8=164(LC 13) Max Grav 11=1175(LC 21),8=814(LC 21) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=119/256,2-14=-7581267,3-14=710/277,3-4=-294/139,5-15=1400/408, 6-15=1454/404,6-16=-1093/158,7-16=1204/146,7-8=-1103/159 BOT CHORD 10-1l=99/622,10-17=59/585,17-18=-591585,18-19=-59/585,19-20=59/585, 9-20=59/585 WEBS 2-11=2150/259,2-10=-74/1368,3-10=244/259,3-5=-613/191,5-9=3115110112, 6-926/442,1-11=-349/255,7-9=39/889 NOTES 1)Unbalanced roof live bads have been considered for this design. 2)Wind:ASCE 7-10;Vu1t=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf,h=30ft;Cat.11;Exp C;Encl.,GCpi=0.18; L 1 tF f MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-6-0,Exterior(2)9-6-0 to 12-6-0 zone; LE1 t.� i I cantilever DO nnleft 60 exposed,end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate %�� > j �r7 3)200.01b AC unit load placed on the bottom chord,9-6-0 from left end,supported at two points,5-0-0 apart. %'��4% ',' Y `& 's 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦�A sr. '.0-, 5)`This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Q`.'* IN fit between the bottom chord and any other members,with BCDL=10.Opsf. s Oi9 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)11=241, 8=164. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -,,Ip STA 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �{} , `� LOAD CASE(S) Standard I' 1 ~••. ►" ~ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 {{j c " �g4% Uniform Loads(plf) jtrfd l I t. '1 t .t Vert:14=54,4-7=-54,110-112=20,9-10=-00(F=-40),8-9=20 Continued on page 2 February 19,2015 ' WARNING-Please thoroughly review the"Customers Acknowledgement of ProBudd Standard Terms for Manufactured Products"form.Venty design parameters and read notes on this Tess Design Drawing(TDD) Y and the DrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated on me TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1 The design assumptions,loading conditions, suitability and use of this Truss for any Building s the responsibility of the Owner,the Owner's authored agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1.The approval of the TDD and any field use of the Truss,including handling,storage,installation and bracing.shall be the responsibility of the Building Designer and Contractor.All notes set out in the TDD and me practices and guidelines of Building Component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon In writing by all parties involved The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.Al capdalaed terms are as defined in TPI 1. than Copyright 0 2014 ProBuild-DrJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from ProBuild-DrJ. ENGINEERMiLC Job Truss Truss Type Qty 7Job 65 Shell Street 19354315 77607232 ROB COMMON 5 Reference(optional) ProBuild, Pooler,GA 7.430 s Oct 14 2013 MTek Industries,Inc. Wed Feb 18 12:45:112015 Page 1 ID:3a_g WwtTCMJshfPKsQVp5HztfzL-Evc7DeD9CNoaWC9hYGvN4yNM4JMIFnYB7iSuuvzjv?6 Sao 7-3-0 9-6-0 11-40 18-10-0 SO-0 2-3-0 2-3-0 4-10-0 3x4 = Seale=1:51.1 4 3x4 4 30 9.00 12 13 3 5 14 2x4 I I 2x4 if 2 6 0 m 12 15 0 3x6 3x6 rr��Jr 1 21 7 1 1 1 1/ 70 16 17 18 19 9 8 3x4 = 5x12 MT20H= 3x8 = 3x4 = 5-0-0 14.0-0 1&10-0 11. Plate offsets(X.Y): L4:0-2-0.Edgel [B-Edge_G-1-81110 0-6-0 0-a:W LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.30 9-10 >744 360 MT20 244/190 TCDL 7.0 Lumber Increase 1 25 BC 0.89 Vert(TL) -0.87 9-10 >256 240 MT20H 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.44 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix) Weight:121 Ib FT=20% LUMBER BRACING • TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. 1-11,7-8:2x4 SP No.2 REACTIONS (Ib/size) 11=964/0-5-8 (min.0-1-9),8=969/Mechanical Max Horz 11=-290(LC 10) Max Upli tl1=-200(LC 12),8=199(LC 13) Max Grav l l=1033(LC 21),8=1017(LC 21) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=1598/205,2-112=115119/2117,2-113=17113/432,3-13=1666/442,5-14=-16121433, 6-14=1665/423,6-15=-1490/220.7-15=15691208,1-11=-1404/227,7-8=1426/227 BOT CHORD 10-11=-306/261,10-16=117/904,16-17=117/904,17-18=-1171904,18-19=117/904, 9-19=117/904 WEBS 2-10=-405/421,3-10=-294/850,3-5=-982/253,5-9=-278/779,6-9=369/405, 1-10=-60/1214,7-9=-80/1207 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=30ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-6-0,Extedor(2)9-6-0 to 12-6-0 zone; end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 #it�A �7 3)200.01b AC unit load placed on the bottom chord,9-6-0 from left end,supported at two points,5-0-0 apart. 1411 tESE Pr7 t�� 4)All plates are MT20 plates unless otherwise indicated. *�► .••. k- 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t►4 s + G H `•"; n 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will }4yyj�`•+ '� +� A✓ fit between the bottom chord and an other members,with BCDL=10.0 sf. "► r t Y P X24 69484 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)11=200, y �• � .f '. 8=199. : r 9)"Semi-rigid pdchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. '; ; Cr Z 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �, STATE OF CtJ •+~ +► LOAD CASE(S) Standard '+ � +•��h� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 10te, ++"O R. EES Uniform Vert:1-454,4-7=-54,10-11=-20,9-10=-60(F=-40),8-9=20 t1,16, EE Continued on page 2 February 19,2015 A WARNING-Please thoroughly review m the"Customer's Ack—ledgement of ProBuild Standard Terms for Manufactured Products"form.Verify design parameters and read notes on this Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated an the TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, suitability and use of this Truss for any Building is the respomibildy of the Owner,the Owner's authorized agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1.The ilk approval of the TDD and any field use of the Truss,including handling,storage,mstallabon and bracing,shall be the responsibility of the Building Designer and Contractor All notes set out m the TDD ane the practices and guidelines of Building Component Safety Information(SCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.Al ragtal¢etl terms are as defined in TPI 1. B WNUWNGLLC copyright C 2014 ProBulld-DrJ Engineering,LLC,(DrJ)Reproduction of this document,in any form,is prohibited without written permission from ProBuild-DrJ. Job Truss Truss Type Qty Ply 65 Shell Street 19354318 77607232 R09 GABLE 1 1 • Job Reference(optional) ProBuild, Pooler,GA 7.430 s Oct/4 2013 MiTek Industries,Inc.Wed Feb 18 12:45:122015 Page 1 1D:3ay WwtTCMJshfPKsQVp5Hztf7L-i6A WQ_EnzgwRSLkt6_Qcc9wagivS_KiLE MC R Q Lzjv75 91s0 19-0-0 40= Scale=1:42.2 7 e 6 9.00 12 265 9 27 71 4 10 2 1 3 2 1 11 1928 10-11 2 25 2 20 5x8= 18 12 1 - - 21 17 _ 22 16 n 23 15 13 1 24 14 N FF (V 3x4 30 J 9S0 19.0-0 9-8.0 9-6-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.06 Veft(LL) I n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 13 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix) Weight:100 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, OTHERS 2x4 SP No.3 Except: 6-0-0 oc bracing:23-24,14-15. REACTIONS All bearings 19-0-0- (lb)- Max Horz 1=247(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s)13,19,20,21,22,23,18,17,16,15 except 1=-117(LC 8), 24=-187(LC 12),14=-185(LC 13) Max Grav All reactions 250 lb or less atjoint(s)1,13,20,21,22,23,24,18,17,16,15,14 except 19=364(LC 13) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10,Vutt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.Opsf,h=30ft,Cat.II;Exp C,Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-6-0,Exterior(2)9-6-0 to 12-6-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to Wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 14-0 oc. � 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. gym` ii��1rx 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ♦�`� s,Eph o !r fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s)13,19,20,21,22,23, %% 1;?. ,. 0 s •,'1 ,n r1 18,17,16,15 except(jt=lb)1=117,24=187,14=185. �`� `•+`, 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)19,20,21,22,23,24,18,17,16,15,14. N G 9 484 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6 LOAD CASE(S) Standard -'!' STATE OF February 19,2015 WARNING-Please thoroughly review the"Customers Acknowledgement of ProBUdd Standard Terms for Manufactured Products-form.Verify design parameters arW read rotes on this Truss Design Drawing(TDD) and the DrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.Asa Truss Design Engineer(ie.,Speaatty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conddons, , suhabilrty and use of this Truss for any Building a the responsibility of the Owner,the Owner's authored agent or the Building Designer,in the contest of the IRC,the IBC,the local building code and TPI 1.The approval of the TDD and any field use of the Truss,including handling,storage,installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out in he TDD and the practices and guidelines of Building Component Safety Information(BCSI)published by TPI and SBCA—referenced for general guidance.TPI 1 defines the resPonvbilrties and duties of he Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Buiding Designer or Truss System Engineer for any building.All capitalized term are as defined in TPI 1. FNG/NEER/NGLLc Copyright 02014 ProBuild-DrJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from ProBuild-DrJ. Job Truss Truss Type Qty Ply 85 Shell Street 77807232 R11 COMMON 8 1 19354318 Job Reference o tional ProBued, Pookr,GA 7.430 s Oct 14 2013 MiTek Industries,Inc.Wed Feb 18 1245:15 2015 Page 1 ID:3a_gWwtTCMJshfPKsQVp5HztfzL-7hre2?GfGb10?pSSn6_JEoY?swunBg?nwKQ51 gzjv?2 6-8-8 13:1-12 . 6-6-8 68-8 4x6 = Scale=1:39.0 2 9.00 F12 — a 9 7 10 5x8 5x6 1 3 NS ILJ 1- 7 8 5 2x4 11 4x8 = 42x4 11 6-6-8 13.1-0 688 Plate Offsets(X YY 11:0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.03 5-6 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.07 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 4 ni n/a BCDL 10.0 Code FRC2010lrP12007 (Matrix) Weight:75 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. 1-6,3-4:2x4 SP M 30 REACTIONS (Ib/size) 6=473/0-5-8 (min.0-1-8),4=473/0-5-8 (min.0-1-8) Max Horz6=232(LC 9) Max Uplif%6 149(1_C 12),4=-149(LC 13) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=570/175,7-8=-188/175,2-8=-481/192,2-9=-481/192,9-10=-488/175, 3-10=570/175,1-6=-564/228,3-4=564/228 BOT CHORD 5-6=268/308 WEBS 1-5=92/263,3-5=-95/266 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf,h=30ft;Cat.Il;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-6-8,Exterior(2)6-6-8 to 9-6-8 zone;end vertical left and right exposed,C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ; +�t0� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Ot=1b)6=149, 4=149. ♦x tl JER�7 flJlj�''lrL'�!t 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. A.,� LOAD CASE(S) Standard No 9484 cc Zi E :4j (�41 ON February 19,2015 ©WARNING-Please thoroughly review the"Customers Admowledgemnt eof ProBuild Standard Terms for Manufactured Pm Products"form.Verily design parameters and read notes on this Time Design Drawing(TDD) and the OrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector pates shall be used for thisTDD to be valid.As a Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumplions,loading conditions, suitability and use of this Truss for any Building s the responsibility of the Owner,the Owners authorized agent or the Building Designer,in the contela of the IRC,the IBC,the local building code and TPI 1 The , appoval of the TDD and any field use of the Truss,including handling,storage,installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out in the TDD and the practices and guidelines of Building Component Safety Information(SCSI)published by TPI and SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building.All capnalaed terms are as defined in TPI 1. n Copyright C 2014 ProBuikl-0rJ Engineering,LLC,(DfJ).Reprocl ion of this document,in any Tam,is prohibited without written �LiC permission from ProBuild-DrJ. Job Truss Truss Type oty Ply 65 Shell Street 19354320 77607232 R13 COMMON 7 1 • Job Reference(optional) Pro6uikl, Pooler,GA 7.430 5 Oct 14 2013 Mffek Industries,Inc.wed Feb 18 12:45:17 2015 Page 1 I D:3a_g W MtTC MJshfPKsQ Vp5HztfzL-33zPTh HwoDYkE7cruXOnJDdJTjZWa340evC 5Yzjv?0 7-54 1410.8 7-54 4x6 I I Scale=1:42.3 2 9.00 12 8 9 7 t0 6x8 4 6x8 Q 1 3 1- 5 Ito EA 6 5 4 2x4 II 08 = 2.4 II 7-54 14.10.8 7-5-4 7-54 Plate Offsets(X-)O= 11:Edge 0-1-81.(3:Edge.0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.05 4-5 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.12 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix) Weight:84 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. 1-6,34:2x4 SP M 30 REACTIONS (Ib/size) 6=540/0-5-8 (min.0-1-8),4=540/0-5-6 (min.0-1-8) Max Horz6=255(LC 8) Max Uplift6=171(LC 12),4=171(LC 13) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=660/189,7-8=-566/191,2-8=547/210,2-9=-547/210,9-10=-566/191, 3-10=-660/189,1-6=-640/248,34=640/248 BOT CHORD 5-6=310/364 WEBS 2-5=0/275,1-5=-109/296,3-5=112/298 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10,Vuft=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf,h=30ft,Cat.!l;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-5-4,Exterior(2)7-54 to 10-54 zone, end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will frt en the bottom chord and any er 5)frideemechanical connection(by others)oftruss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)6=171, �"010�j =171. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. � . •+t rl�i E 1N i LOAD CASES 'r'Q'+ ( ) Standard NO 94$4 + :9+ STATE QFr- ,:14✓. February 19,2015 WARNING-Please thoroughly review the"Customers Ackn-letlgement of ProBuild Standard Tenths for Manufactured Products'form.Verily design parameters and read nates on this Trus Design Drawing(TDD) io► and the DQ Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector pates shall be used for the TDD to be valid.As a Tens Design Engineer(i e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, 11y.suitability and use of me Truss for any Building is the responsibility of the Owner,the Owner's authorized agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1.The approval of the TDD and any field use of the Truss,including handling,storage,installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out in the TDD and the guidelines and guelines of Building Component Safety Information(SCSI)published by TPI and SBCA are referenced for general guidance TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in wining by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building MI capitalized terms are as defined in TPI 1. EMlNEWM 1iC Copyright 0 2014 ProBuid-Dr.1 Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from ProBuild-DU Job Truss Truss Type ty Ply 65 shell street 19354321 77607232 R14 COMMON 1 2 JOb Reference 0 tlonal ProBuld, Pooler,GA7A30 s Oct 14 2013 MiTek Industries,Inc. Wed Feb 18 12:45:18 2015 Page 2 ID:3a_g WwtTCMJshfPKsQ Vp5HztfzL-XGXnh 1 IYZWgasGB 1 SFXOsQAY27tdOycDclfle?zjv?? LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=27,3-5=-27,6-10=30(1`=-20) Concentrated Loads(Ib) Vert:6=551 7=531(13)11=-666(B)12=-666(8)13=-666(8)14=-666(B)15=-666(8)16=-531(B) /�WARNING-Please thoroughly review the"Customer's Admowledgement of ProBuild Standard Terms for Manufactured Produd5'form.verify design parameters and read notes on this Truss Design Drawing(TDD) Y and the DrJ Reference Sheet(rev.11-14)before use Unless otherwise stated on the TDD,only MiTek connector pates shall be used for this TDD to be valid.As a Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, , suitability and use of this Truss for any Building is the responsibility of the Owner,the Owner's authorized agent or the Building Designer,in the context of the IRC.the IBC,the local building code and TPI 1.The approval of the TDD and any field use of the Truss.mcl-,rg handling,storage,installation and bracing,shall be the responsibility of the Building Designer and Contractor All notes set out in the TDD and the practices and guidelines of Building Component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance.TPI t defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer T. for any building.Al capitalized terms are as defined in TPI 1 EWvNM WNGLLC Copyright 02014 ProBuikl-DrJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from PToBUIId-DrJ. Job Truss Truss Type City Ply 65 Shell Street 19354323 77807232 Vol GABLE t 1 Job Reference(optional) PmBudM, P°okr,GA 7.430 s Oct 14 2013 MTek Industries,Inc.Wed Feb 18 12:45:19 2015 Page 1 ID:3a-y VMTCMJshfPKSQVp5HzlfzL-?S59uNJAKgoRTCimEOy2FPejl3XHL7VgNry0JARzjv?_ 4-5-0 4-5-0 Scale=1:22.6 04 = 2 9.00 12 g 7 2-4 8 5 3 1 1-3 4 2x4 i 2x4 II 2x4�� 8-10-0 8-10-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FRC201WPI2007 (Matrix) Weight:32 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 SP M 30 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS (Ib/size) 1=154/8-10-0 (min.0-1-8),3=154/8-10-0 (min.0-1-8),4=281/8-10-0 (min.0-1-8) Max Horz 1=103(LC 8) Max Uplift1=68(LC 12),3=-81(LC 13),4=-60(LC 12) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Unbalanced roof live bads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph,TCDL=4.2psf;BCDL=6.Opsf,h=30ft;Cat.11;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)0-5-4 to 3-5-4,Interior(1)3-5-4 to 4-5-0,Exterior(2)4-5-0 to 7-5-0 zone;C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3,4. 7)"Semi-rigid pdchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard $; NC) 9484 STATE OF At- tl1/trl41yc1S4a February 19,2015 WARNING-Please thoroughly review the"Customers Acknow edgement of ProBu dd Standard Terms for Manufactured Products"ram.verify design parameters and read dotes on this Truss Design Drawing® (TDD) and the DrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss Design Engineer(i.e,Specially Engineer), the seal on any TDD represerds an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDO only,under TPI 1 The design assumptions,loading conditions, suitability and use of the Truss for any Building s the responsibility of the Owner,the Owner's authored agent or the Building Designer,in the conted of the IRC,the IBC,the local building code and TPI 1.The , approval of the TDD anus d any field e of the Truss,including the ing handling,storage,installation and bracing,shall be responsibility of the Building Designer and Contractor Ail notes set out in the TDD and the practices and guidelines of Building Component Safety Information(BCSI)published by TPI and SBCA are referenced for general gudance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all parties involved The Truss Design Engineer is NOT the Building Designer or Truss System Engineer ms for any building.All capdalced terare as defined in TPI 1 Gl�V�j�GGf��r�{1r LLC Copyright C 2014 ProBuild-DrJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from ProBlllld-00 Job Truss GABLE Truss Type Qty Ply 65 he street 19354325 77607232 V03 1 1 • Job Reference o tional ProBuid, Poplar,GA 7.430 s Oct 14 2013 MTek Industries,Inc.Wed Feb 18 12:45:20 2015 Page 1 ID:3a_gWwtTCMJshfPKsQVp5HztfzL-TefX6jKo58wl5aLQatZUxrFvrxd sxVW4cBshtzjy_z 5-3.4 10-67 r 5.3.4 53-4 04 = Scale=1:25.8 2 9.00 12 7 6 4 8 5 3 1 1-3 4 2x4 2x4 II 2x4 \- 10-&7 to.67 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.12 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FRC2010ITP12007 (Matrix) Weight:39 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS (Ib/size) 1=187/10-6-7 (min.0-1-8),3=187/10-6-7 (min.0-1-8),4=342/10-6-7 (min.0-1-8) Max Horz 1=-126(LC 8) Max Upliftl=-83(LC 12),3=-98(LC 13),4=-72(LC 12) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-267/128 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuh=130mph(3-second gust)Vasd=101mph,TCDL=4.2psf;BCDL=6.Opsf;h=301t,Cat.11;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)0-5-4 to 3-5-4,Interior(1)3-5-4 to 5-3-4,Exterior(2)5-3-4 to 8-3-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires Continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3,4. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. «�yttxtl�xxr�t LOADCASE(S) Standard tit0 9484 ///��TeAT�EO 1; IIltit February 19,2015 WARNING-Please thoroughly review the"Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products"form.Verily design parameters and read notes on this Truss Design Drawing(TDD) Aantl the DrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector pates shall be used for this TDD to be valid.As a Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional eng neer ng responsibility for the design of the s ngle Truss deD cted on the TDD only,under TPI 1 The designassumptions loading conditions, , suitability and use of this Truss for any Building is the responsibility of the Owners Owner,the authorized agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1 The approval of the TDD and any field use of the Truss including handling.storage,installation and Mac ng shall be the responsibility of the Building Designer and Contractor.All notes set out in the TDD and the practices and guidelines of Buidmg Component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by all partes involved The Truss Design Engineer is NOT the Building Designer or Truss System Engineer ie for any buiding.All capdalzed tents are as defined in TPI 1. 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Insulation Area a.Roof Deck(Unvented) R=20.0 1800.00 ft2 6. Conditioned floor area above grade(ft2) 3327 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. A R= ft2 11.Ducts R ft2 7. Windows(644.8 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:2nd Floor 6 665.4 a. U-Factor: Sgl,U=0.50 644.78 ft2 SHGC: SHGC=0.34 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 48.0 SEER:13.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 34.0 HSPF:8.30 SHGC: Area Weighted Average Overhang Depth: 1.593 ft. Area Weighted Average SHGC: 0.340 14. Hot water systems 8. Floor Types (3327.0 sqft-) Insulation Area a. Electric Cap:80 gallons EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 1527.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1527.00 ft2 None c.other(see details) R= 273.00 ft2 15.Credits None Glass/Floor Area: 0.194 Total Proposed Modified Loads: 53.74 PASS Total Standard Reference Loads: 67.38 1 hereby certify that the plans and specifications covered by Review of the plans and O��OE S7',4�� this calculation are in compliance with the Florida Energy specifications covered by this Code. �� calculation indicates compliance -„ �� with the Florida Energy Code. F► , ', _ „ O PREPARED BY: __- _ _ - Before construction is completed DATE: _____ / -__- - this building will be inspected for a compliance with Section 553.908 I hereby certify that this building,as designed, is in compliance Florida Statutes. with the Florida Energy Code. COp W f, � OWNER/AGENT: BUILDING OFFICIAL: DATE: -_ - -- - - - -- - DATE.- O - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 3/25/2015 11:52 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: McGurrin House Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 3327 Lot# 6 Owner: McGurrin Total Stories: 2 Block/SubDivision: 7 #of Units: 1 Worst Case: No PlatBook: 15 page 82 Builder Name: Phillips Builders Rotate Angle: 0 Street: Shell Street Permit Office: Cross Ventilation: County: Duval Jurisdiction: Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233- New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 3327 31470 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled qHeated1 1 st Floor 1527 15270 Yes 1 1 1 Yes Yes 2 2nd Floor 1800 16200 No 0 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 298 ft 0 1527 ft2 ____ 0 0 1 2 Floor Over Other Space 2nd Floor ____ ____ 1527 ft2 0 0 0 1 3 Floor over Garage 2nd Floor 273 ft2 0 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch �/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Metal 1950 ft2 374 ft2 Medium 0.96 No 0.9 No 20 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 1800 ft2 N N 3/25/2015 11:52 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 G'i g esa Ati — _ Building I;eparh-neuyii. APPLICATION NUMBER i 300 Seminole Road (To be assigned by the Building Department) Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-584.5 t{ T.�g, E-mail: building-dept@coab.us City web-site: httpJlwww coab.us Date routed: ,� f I �..1_1VI� C.J ^ent review required 'Yes No �-- tanning &Zoni Q� ree Administrator -- -- -- I�r,�ja;d: is Wor - -- lic Utili to -- Public Safety Fire Services RevIei1U ieC - - Dept Signature Other Agency Review or Permit Required Review or Receipt: of Permit Verified By Date 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, --- APPLIC A.-HON S T ATU.E Reviewing pepa►iment First Review: - — --- - pproved Denied. (Circle one.) ,;:.,�,rnr,�enr", / i BUILDING JGG �-Nec4u/j P I LAIVNIIVG �:ZONING TREE ADMIN. by ��--=� - Date: Second Review: Approved as revised. �--- - PUBLIC WORKS Comments: ❑Denied. PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: _ - - FIRE SERVICES Third Review. ❑A - - -- pproved as revised. []Denied. -- Comments: Reviewed by: Date: I visec,07/27/•10 -- ------ CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Unvented) 2nd Floor 0.17 1800 ft 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below # pmt To Wall Type Space R-Value Ft In - Ft ___In _ Area R-Value Fraction Absor_.Grade% 1 N Exterior Frame-Wood 1 st Floor 19 35 10 350.0 ft2 0.12 0.23 0.54 0 2 E Exterior Frame-Wood 1 st Floor 19 50 8 10 506.7 ft2 0.12 0.23 0.54 0 3 S Exterior Frame-Wood 1 st Floor 19 18 5 10 184.2 ft2 0.12 0.23 0.54 0 4 S Garage Frame-Wood 1 st Floor 19 29 2 10 291.7 ft2 0 0.23 0.01 0 5 W Exterior Frame-Wood 1 st Floor 19 36 5.5 10 364.6 ft2 0.12 0.23 0.54 0 6 N Exterior Frame-Wood 2nd Floor 19 16 0 9 144.0 ft2 0.12 0.23 0.54 0 7 W Exterior Frame-Wood 2nd Floor 19 15 3 9 137.3 ft' 0.12 0.23 0.54 0 8 N Exterior Frame-Wood 2nd Floor 19 19 0 9 171.0 ft2 0.12 0.23 0.54 0 9 E Exterior Frame-Wood 2nd Floor 19 65 0 9 585.0 ft2 0.12 0.23 0.54 0 10 S Exterior Frame-Wood 2nd Floor 19 19 0 9 171.0 ft2 0.12 0.23 0.54 0 11 W Exterior Frame-Wood 2nd Floor 19 15 4 9 138.0 W 0.12 0.23 0.54 0 12 S Exterior Frame-Wood 2nd Floor 19 16 0 9 144.0 ft2 0.12 0.23 0.54 0 13 W Exterior Frame-Wood 2nd Floor 19 34 4.5 9 309.4 ft2 0.12 0.23 0.54 0 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Wood Low-E Single Yes 0.5 0.34 42.7 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 2 N 1 Wood Low-E Single Yes 0.5 0.34 68.0 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 3 E 2 Wood Low-E Single Yes 0.5 0.34 30.2 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 4 E 2 Wood Low-E Single Yes 0.5 0.34 6.0 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 5 E 2 Wood Low-E Single Yes 0.5 0.34 34.0 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 6 E 2 Wood Low-E Single Yes 0.5 0.34 28.4 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 7 S 3 Wood Low-E Single Yes 0.5 0.34 30.2 ft2 14 ft 4 in 1 ft 6 in Drapes/blinds None 8 W 5 Wood Low-E Single Yes 0.5 0.34 31.3 ft2 14 ft 4 in 1 ft 6 in Drapes/blinds None 9 N 6 Wood Low-E Single Yes 0.5 0.34 15.0 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 10 W 7 Wood Low-E Single Yes 0.5 0.34 30.2 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 11 N 8 Wood Low-E Single Yes 0.5 0.34 60.4 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 12 E 9 Wood Low-E Single Yes 0.5 0.34 27.5 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 13 E 9 Wood Low-E Single Yes 0.5 0.34 4.0 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 14 E 9 Wood Low-E Single Yes 0.5 0.34 41.3 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 15 E 9 Wood Low-E Single Yes 0.5 0.34 8.0 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 16 E 9 Wood Low-E Single Yes 0.5 0.34 16.0 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 17 S 10 Wood Low-E Single Yes 0.5 0.34 45.3 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 18 W 11 Wood Low-E Single Yes 0.5 0.34 30.2 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 19 S 12 Wood Low-E Single Yes 0.5 0.34 39.7 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 20 W 13 Wood Low-E Single Yes 0.5 0.34 16.0 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 21 W 13 Wood Low-E Single Yes 0.5 0.34 12.0 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 22 W 13 Wood Low-E Single Yes 0.5 0.34 28.3 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 3/25/2015 11:52 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 394 ft= 121 ft= 32 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 4363.4 239.54 450.5 .474 8.3191 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.3 34 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 13 48 kBtu/hr 1440 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 80 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft= DUCTS / --Supply--- —Return-- Air CFM 25 CFM25 HVAC# �/ # Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cod 1 Attic 6 665.4 ft Attic 166.35 Default Leakage 2nd Floor (Default) (Default) 1 1 3/25f2M 1 t!52PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat:None Ceiling Fans: CoolingJan Feb Mar Apr May Jun Jul X Auge Oct Nov Dec Heatinf X Jan Feb f X�Mar f Apr f May n Jun ri Jul f �Aug rl Sep f Oct Nov Dec Venting [ Jan Feb [X Mar [X]A r ( May Jun Jul ( Au Se [X]Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 3/25/2015 11`52 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: Shell Street PERMIT#: Atlantic Beach, FL, 32233- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors =0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors &outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 3125/2015 11`52-PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 Wall 1 s � . Wa118 '16 1- 1� 13 12 li t0 8 37 .e 9 AWER 35 xs eax s r, p Q Wall6 » r �' LJ = 7 ,o ----- -------- 44 I 19 i DMHC 6 — "MAS'E J 0 ' 6'IASI@ I 3 LATH CLOSET r ...::j e6 '9 ac KITCHEN �_ •afi; r 47 Alk - - - -- --- w LAUNO rr,y s l-J n, 65 STUDY 11'' 64 BEDROOM 1 IIII u E �_� vlrwis 3 .. re. L Wall 4- O Interior to '� - ---- 26 OSET F� Garage Wall a 60 I I n S ED - � Cf- VQ aLL nIILS Kccso.�•a � � 50 cm sans•'�rosa / Wa1110 S H O Z Building Input Summary Report PROJECT Title: McGurrin House Bedrooms: 4 Address Type: Street Address Building Type: User Bathrooms: 0 Lot# 6 Owner: McGurrin Conditioned Area: 3327 sq.ft. Block/SubDivision: 7 #of Units: 1 Total Stories: 2 PlatBook: 15 page 82 Builder Name: Phillips Builders Worst Case: No Street: Shell Street Permit Office: Rotate Angle: 0 County: Duval Jurisdiction: Cross Ventilation: City,State,Zip: Atlantic Beach, Family Type: Single-family Whole House Fan: FL, 32233- New/Existing: New(From Plans) Terrain: Suburban Year Construct: 2015 Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL JACKSONVILLE INTL ARPT 32 93 70 75 1281 49 Medium UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh Florida Average 0 0.09 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon Florida Default 0 1.1 Propane Gallon Florida Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft 0f Oft Oft Oft 0f E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume 1 Block1 3327 31470 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 1 st Floor 1527 15270 Yes 1 1 Yes Yes Yes 2 2nd Floor 1800 16200 No 0 3 Yes Yes Yes 3/25/2015 11:53 PM EnergyGaugeO/USRFZB v3.1 Page 1 of 6 Building Input Summary Report FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation 1st Floor 298 ft 0 1527 ft2 0 0 1 2 Floor Over Other Space 2nd Floor 1527 ft2 0 0 0 1 3 Floor over Garage 2nd Floor -___ ____ 273 ft2 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Metal 1950 ft2 374 ft2 Medium 0.96 No 0.9 No 20 22.6 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 1800 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Fraction Truss Type 1 Under Attic Q 2nd Floor 0.17 1800 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in"Project"section above. Ad' cent Cavity Width Height Sheathing Framing Solar Below # Ornt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 N Exterior Frame-Wood 1 st Floor 19 35 10 350.0 ft2 0.12 0.23 0.54 0 2 E Exterior Frame-Wood 1 st Floor 19 50 8 10 506.7 ft2 0.12 0.23 0.54 0 3 S Exterior Frame-Wood 1st Floor 19 18 5 10 184.2 ft2 0.12 0.23 0.54 0 4 S Garage Frame-Wood 1 st Floor 19 29 2 10 291.7 ft2 0 0.23 0.01 0 5 W Exterior Frame-Wood 1 st Floor 19 36 5.5 10 364.6 ft2 0.12 0.23 0.54 0 6 N Exterior Frame-Wood 2nd Floor 19 16 0 9 144.0 ft2 0.12 0.23 0.54 0 7 W Exterior Frame-Wood 2nd Floor 19 15 3 9 137.3 ft2 0.12 0.23 0.54 0 8 N Exterior Frame-Wood 2nd Floor 19 19 0 9 171.0 ft2 0.12 0.23 0.54 0 9 E Exterior Frame-Wood 2nd Floor 19 65 0 9 585.0 W 0.12 0.23 0.54 0 10 S Exterior Frame-Wood 2nd Floor 19 19 0 9 171.0 ft2 0.12 0.23 0.54 0 11 W Exterior Frame-Wood 2nd Floor 19 15 4 9 138.0 ft2 0.12 0.23 0.54 0 12 S Exterior Frame-Wood 2nd Floor 19 16 0 9 144.0 ft2 0.12 0.23 0.54 0 13 W Exterior Frame-Wood 2nd Floor 19 34 4.5 9 309.4 ft2 0.12 0.23 0.54 0 DOORS Width Height # Omt Door Type Space Storms U-Value Ft In Ft In Area 1 Wood 1 st Floor None .2 .1 .1 .1 ft2 3/25/2015 11:53 PM EnergyGauge®/USRFZB v3.1 Page 2 of 6 walll Building Input Summary Report WINDOWS Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 N 1 Wood Low-E Single Yes 0.5 0.34 N 42.7 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 2 N 1 Wood Low-E Single Yes 0.5 0.34 N 68.0 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 3 E 2 Wood Low-E Single Yes 0.5 0.34 N 30.2 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 4 E 2 Wood Low-E Single Yes 0.5 0.34 N 6.0 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 5 E 2 Wood Low-E Single Yes 0.5 0.34 N 34.0 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 6 E 2 Wood Low-E Single Yes 0.5 0.34 N 28.4 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 7 S 3 Wood Low-E Single Yes 0.5 0.34 N 30.2 ft2 14 ft 4 in 1 ft 6 in Drapes/blinds None 8 W 5 Wood Low-E Single Yes 0.5 0.34 N 31.3 ft2 14 ft 4 in 1 ft 6 in Drapes/blinds None 9 N 6 Wood Low-E Single Yes 0.5 0.34 N 15.0 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 10 W 7 Wood Low-E Single Yes 0.5 0.34 N 30.2 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 11 N 8 Wood Low-E Single Yes 0.5 0.34 N 60.4 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 12 E 9 Wood Low-E Single Yes 0.5 0.34 N 27.5 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 13 E 9 Wood Low-E Single Yes 0.5 0.34 N 4.0 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 14 E 9 Wood Low-E Single Yes 0.5 0.34 N 41.3 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 15 E 9 Wood Low-E Single Yes 0.5 0.34 N 8.0 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 16 E 9 Wood Low-E Single Yes 0.5 0.34 N 16.0 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 17 S 10 Wood Low-E Single Yes 0.5 0.34 N 45.3 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 18 W 11 Wood Low-E Single Yes 0.5 0.34 N 30.2 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 19 S 12 Wood Low-E Single Yes 0.5 0.34 N 39.7 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 20 W 13 Wood Low-E Single Yes 0.5 0.34 N 16.0 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 21 W 13 Wood Low-E Single Yes 0.5 0.34 N 12.0 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None 22 W 13 Wood Low-E Single Yes 0.5 0.34 N 28.3 ft2 0 ft 3 in 0 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Best Guess .0005 4363.4 239.54 450.5 .474 8.3191 All GARAGE # Floor Area Roof Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 394 ft2 121 ft2 32 ft 8 ft invalid MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 ft2 0 ft 0.3 1st Floor No Added Mass 0 ft2 0 ft 0.3 2nd Floor 3/25/2015 11:53 PM EnergyGauge®/USRFZB v3.1 Page 3 of 6 Building Input Summary Report HEATING SYSTEM # System Type Subtype Efficiency Capacity ----Geothermal HeatPump---- Ducts Block Entry Power Volt. Curr 1 Electric Heat Pump None HSPF:8.3 34 kBtu/hr 0 0 0 s s#1 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 1 Central Unit None SEER:13 48 kBtu/hr 1440 cfm 0.75 s s#1 1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Credits 1 Electric None Garage 0.92 80 0al 70 aal 120 deg None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U-Value Surf Area Exch Eff Pumped Energy DUCTS DUCT ----Supply----- --Return---- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Number Leakage Type Handier TOT OUT QN RLF Heat Cool 1 Attic 6 665.4 ft' Attic 166.35 ftz 5 Default Leakage 2nd Floor Default Default 1 1 TEMPERATURES Programable Thermostat:None Ceiling Fans: N CoolingJan Feb [ j Mar Apr May Jun ]Jul A Se Oct Nov Dec HeatinH Jan H Feb )Mar f Apr f i May n Jun n Jul Aug rj Sep f Oct Nov Dec Vent Jan Feb [X]Mar [X]Apr [ May Jun ]Jul Augu Se [X]Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 4 f 3/25/2015 11:53 PM EnergyGauge®/USRFZB v3.1 Page o 6 Building Input Summary Report APPLIANCES& LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans(Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 %Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.046 0.046 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 %Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 %Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0-05 0.075 0.2 0.375 0.5 0.8 0.95 1 %Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 %Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.68 1 0.86 0.51 0.28 Annual Use: 455 kWh/Yr Peak Value: 149 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 %Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 %Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 %Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 %Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWh/Yr Peak Value: 140 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 %Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0-1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts REFRIGERATORS ID Type Screen Location Quantity Vol FrZ.Vol Make Model Schedule kWhPerYr 1 Refrigerat Default New 1st Floor 1 25.6 5 HERS201 691 CLOTHES WASHERS ID Type Screen Location Capacity Make Model Schedule LoadsPerYr 1 1 Main Default New Main 2.847 HERS201 (invalid) CLOTHES DRYERS ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr 1 Dryers Default New Main Electricity 3/25/2015 11:53 PM EnergyGauge®/USRFZB v3.1 Page 5 of 6 Building Input Summary Report DISHWASHERS ID Type Screen Location Capacity Vintage Make Model Schedule kWhPerYr 1 Dishwash Default New Main 12 2004 or N HERS201 372 RANGE OVEN ID Type Screen Location Type Fueltype Make Model Cooktop Oven 1 Ranges Default New Main CooktopOven C Electric Electric FI Not Conv HARD WIRED LIGHTING ID Type Screen Location Total# Qualify# Comp FI All Other FL txtBulbtype Schedule Watts per bulb 1 Hard-Wir Default 1st Floor 20 2 0 2 Incandes HERS201 60 2 Hard-Wir Default 2nd Floor 20 2 0 2 Incandes HERS201 60 3 Hard-Wir Default Exterior 20 2 0 2 Incandes HERS201 60 4 Hard-Wir Default Garage 20 2 0 2 Incandes HERS201 60 MISC ELECTRICAL LOADS ID Type Screen Item Quantity Catagory Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS201 1 3/25/2015 11:53 PM EnergyGauge®/USRFZB v3.1 Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. Shell Street, Atlantic Beach, FL, 32233- 1. 2233-1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood, Exterior R=19.0 3205.00 ft2 b.Frame-Wood,Adjacent R=19.0 291.67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=20.0 1800.00 ft2 6. Conditioned floor area(ft2) 3327 b.N/A R= ft2 c. R= ft2 7. Windows- Description Area a. U-Factor: Sgl, U=0.50 644.78 ft2 11. Ducts R ft2 a.Sup:Attic, Ret:Attic,AH:2nd Floor 6 665.4 SHGC: SHGC=0.34 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 48.0 SEER:13.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 34.0 HSPF:8.30 Area Weighted Average Overhang Depth: 1.593 ft. Area Weighted Average SHGC: 0.340 8. Floor Types Insulation Area 14. Hot water systems Cap:80 gallons a.Slab-On-Grade Edge Insulation R=0.0 1527.00 ft2 a. Electric EF:0.92 b.Floor Over Other Space R=0.0 1527.00 ft2 c.other(see details) R= 273.00 ft2 b. Conservation features None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building O�THESTgp� Construction through the above energy saving features which will be installed (or exceeded) _ , 0 in this home before final inspection. Otherwise, a new EPL Display Card will be completed ''• "d based on installed Code compliant featur Builder Signature: Date: Address of New Home: Cpl' �ZME:/ I City/FLZip: 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(32 1) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: McGurrin House Builder Name: Phillips Builders Street: Shell Street Permit Office: City,State,Zip: Atlantic Beach,FL,32233- Permit Number: Owner: McGurrin Jurisdiction: Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2010 Florida Building Code, Energy Conservation via the residential Simulated Performance method should include ❑ Form 405(usually 5 pages/may be greater) ❑ Energy Performance Level(EPL)Display Card(one page) Required prior to CO for the Performance Method: ❑ If duct leakage has been tested then a completed Air Distribution System Test Report (usually one page) ❑ If building air leakage has been tested then a completed Envelope Leakage Test Report (usually one page), otherwise a completed Air Barrier and Insulation Inspection Component Criteria checklist(Table 402.4.2-one page). EnergyGauge®- USRFZB v3.1 Residential System Sizing Calculation Summary McGurrin Project Title: Shell Street McGurrin House Atlantic Beach, FL 32233- 3/25/2015 Location for weather data: Jacksonville, FL - Defaults: Latitude(30.5) Altitude(30 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 78F Humidity difference 53 r. Winter design temperature(MJ8 99%) 32 F Summer design temperature(MJ8 99%) 97 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 22 F Total heating load calculation 62958 Btuh Total cooling load calculation 51418 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity %of calc Btuh Total (Electric Heat Pump) 54.0 34000 Sensible (SHR =0.75) 93.8 36000 Heat Pump+ Auxiliary(O.OkW) 54.0 34000 Latent 92.0 12000 Total Electric Heat Pum 93.4 48000 WINTER CALCULATIONS Winter Heatin Load for 3327 s ft Ducb(8%) Load component Load Window total 645 sqft 12251 Btuh Wall total 2852 sqft 8332 Btuh Door total 0 sqft 1 Btuh (s%) Ceiling total 1800 sgft 3246 Btuh Floor total See detail report 17353 Btuh Infiltration 398 cfm 16611 Btuh Wab(13%) Duct loss 5165 Btuh Subtotal 62958 Btuh Ventilation 0 cfm 0 Btuh Fbora(28%) TOTAL HEAT LOSS 62958 Btuh SUMMER CALCULATIONS Summer Cooling Load for 3327 s ft Load component Load Window total 645 sqft 14552 Btuh Wall total 2852 sqft 5296 Btuh Door total 0 sqft 1 Btuh Ceiling total 1800 sqft 2392 Btuh =3 Floor total 1785 Btuh Infiltration 298 cfm 7213 Btuh Internal gain 3630 Btuh ` Duct gain 3513 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 38381 Btuh Latent gain(ducts) 2096 Btuh Latent gain(infiltration) 10742 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 200 Btuh Total latent gain 13038 Btuh TOTAL HEAT GAIN 51418 Btuh EnergyGaugeG Sizing 8th Edition PREPARED BY: { DATE: EnergyGaugeG/USRFZB v3.1 Residential Window Diversity MidSummer McGurrin Project Title: Shell Street McGurrin House Atlantic Beach, FL 32233- 3/25/2015 Weather data for: Jacksonville - Defaults Summer design temperature 97 F Average window load for July 6393 Btuh Cooling setpoint 75 F Peak window load for July 7582 Btuh Summer temperature difference 22 F Excusion limit(130% of Ave.) 8311 Btuh Latitude 30.5 North Window excursion Jul None WINDOW Average and Peak Loads Limit for excursion 8000.00 7000.00 12 Hour Average 6000.00 5000.00 cc m 0 3� 4000.00 0 C 3000.00 2000.00 1000.00 0.00 8 a.m. 10 12 2 p.m. P.M. 6 p.m. 8 p.m. a.m Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. EnergyGauge@ Syetizin r I rid idences only PREPARED BY: DATE: 3/25 b5 10 EnergyGaugeg/USRFZB v3.1 Residential Window Diversity October McGurrin Project Title: Shell Street McGurrin House Atlantic Beach, FL 32233- 3/25/2015 Weather data for: Jacksonville - Defaults Summer design temperature 97 F Average window load for October 5996 Btuh Cooling setpoint 75 F Peak window load for October 6837 Btuh Summer temperature difference 22 F Excusion limit(130% of Ave.) 7795 Btuh Latitude 30.5 North Window excursion October None WINDOW Average and Peak Loads 8000.00 Limit for excursion 'CCC C:C 6000.00 12 Hour Average ~ =ccc.cc a 4000.a c 0 0 C 3000.00 2000.00 tocc.cc 0.00 a m 10 1� 2 p.m. 4 p.m. 6 p.m. F m a.n- Total October Window Load(Radiation and conduction) The October window load for this house does not exceed the window load excursion limit. This house has adequate October window diversity. EnergyGauge®Sizin to ida dences only PREPARED BY: DATE: EnergyGauge®/USRFZB v3.1 System Sizing Calculations - Winter Residential Load - Whole House Component Details McGurrin Project Title: Shell Street McGurrin House Atlantic Beach, FL 32233- Building Type: User 3/25/2015 Reference City:Jacksonville, FL (Defaults) Winter Temperature Difference: 38.0 F (MJ8 99%) Component Loads for Whole House Window Panes/Tvpe Frame U Orientation Area s ft X HTM= Load 1 1, NFRC 0.34 Wood 0.50 N 42.7 19.0 811 Btuh 2 1, NFRC 0.34 Wood 0.50 N 68.0 19.0 1292 Btuh 3 1, NFRC 0.34 Wood 0.50 E 30.2 19.0 574 Btuh 4 1, NFRC 0.34 Wood 0.50 E 6.0 19.0 114 Btuh 5 1, NFRC 0.34 Wood 0.50 E 34.0 19.0 646 Btuh 6 1, NFRC 0.34 Wood 0.50 E 28.4 19.0 540 Btuh 7 1, NFRC 0.34 Wood 0.50 S 30.2 19.0 574 Btuh 8 1, NFRC 0.34 Wood 0.50 W 31.3 19.0 594 Btuh 9 1, NFRC 0.34 Wood 0.50 N 15.0 19.0 285 Btuh 10 1, NFRC 0.34 Wood 0.50 W 30.2 19.0 574 Btuh 11 1, NFRC 0.34 Wood 0.50 N 60.4 19.0 1148 Btuh 12 1, NFRC 0.34 Wood 0.50 E 27.5 19.0 522 Btuh 13 1, NFRC 0.34 Wood 0.50 E 4.0 19.0 76 Btuh 14 1, NFRC 0.34 Wood 0.50 E 41.3 19.0 784 Btuh 15 1, NFRC 0.34 Wood 0.50 E 8.0 19.0 152 Btuh 16 1, NFRC 0.34 Wood 0.50 E 16.0 19.0 304 Btuh 17 1, NFRC 0.34 Wood 0.50 S 45.3 19.0 861 Btuh 18 1, NFRC 0.34 Wood 0.50 W 30.2 19.0 574 Btuh 19 1, NFRC 0.34 Wood 0.50 S 39.7 19.0 754 Btuh 20 1, NFRC 0.34 Wood 0.50 W 16.0 19.0 304 Btuh 21 1, NFRC 0.34 Wood 0.50 W 12.0 19.0 228 Btuh 22 1, NFRC 0.34 Wood 0.50 W 28.3 19.0 538 Btuh Window Total 644.8 s ft 12251 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame -Wood Ext (0.077) 19.0/0.1 239 2.92 699 Btuh 2 Frame - Wood - Ext (0.077) 19.0/0.1 408 2.92 1191 Btuh 3 Frame -Wood Ext (0.077) 19.0/0.1 154 2.92 449 Btuh 4 Frame - Wood -Adj (0.077) 19.0/0.0 292 2.94 856 Btuh 5 Frame -Wood Ext (0.077) 19.0/0.1 333 2.92 973 Btuh 6 Frame - Wood - Ext (0.077) 19.0/0.1 129 2.92 377 Btuh 7 Frame -Wood - Ext (0.077) 19.0/0.1 107 2.92 313 Btuh 8 Frame - Wood - Ext (0.077) 19.0/0.1 111 2.92 323 Btuh 9 Frame -Wood - Ext (0.077) 19.0/0.1 488 2.92 1426 Btuh 10 Frame - Wood - Ext (0.077) 19.0/0.1 126 2.92 367 Btuh 11 Frame-Wood - Ext (0.077) 19.0/0.1 108 2.92 315 Btuh 12 Frame - Wood - Ext (0.077) 19.0/0.1 104 2.92 305 Btuh 13 Frame - Wood - Ext (0.077) 19.0/0.1 253 2.92 739 Btuh Wall Total 2852 s ft 8332 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Wood - Exterior, n (0.200) 0 7.6 1 Btuh Door Total O(S-ON 1 Btuh EnergyGauge®/USRFZB v3.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) McGurrin Project Title: Shell Street McGurrin House Atlantic Beach, FL 32233- Building Type: User 3/25/2015 Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Unvent Attic/L/Metal (0.047) 0.2/20.0 1800 1.8 3246 Btuh Ceiling Total 1800 s ft 3246Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 298.0 ft(perim.) 44.8 13362 Btuh 2 Interior (1.180) 0.0 1527.0 sgft 0.0 0 Btuh 3 Raised Wood - Adj (0.385) 0.0 273.0 sqft 14.6 3990 Btuh Floor Total 3327 s ft 17353 Btuh Envelope Subtotal: 41182 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.76 31470 1.00 397.8 16611 Btuh Duct load Average sealed, R6.0, Supply(Att), Return(Att) (DLM of 0.089) 5165 Btuh All Zones Sensible Subtotal All Zones 62958 Btuh HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 62958 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 62958 Btuh 1EQUIPMENT 1. Electric Heat Pump TBD#TBD 34000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear'or'Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) Version 8 EnergyGauge®/USRFZB v3.1 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details McGurrin Project Title: Shell Street McGurrin House Atlantic Beach, FL 32233- 3/25/2015 Reference City:Jacksonville, FL Temperature Difference: 22.OF(MJ8 99%) Humidity difference: 53gr. Component Loads for Whole House Type' Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len H t Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.34,0.50 B-L No N 0.3ft O.Oft 42.7 0.0 42.7 14 14 607 Btuh 2 1 NFRC 0.34,0.50 B-L No N 0.3ft O.Oft 68.0 0.0 68.0 14 14 968 Btuh 3 1 NFRC 0.34,0.50 B-L No E 0.3ft O.Oft 30.2 1.1 29.1 14 32 939 Btuh 4 1 NFRC 0.34,0.50 B-L No E 0.3ft O.Oft 6.0 0.4 5.6 14 32 183 Btuh 5 1 NFRC 0.34,0.50 B-L No E 0.3ft O.Oft 34.0 1.2 32.8 14 32 1058 Btuh 6 1 NFRC 0.34,0.50 B-L No E 0.3ft O.Oft 28.4 1.1 27.3 14 32 883 Btuh 7 1 NFRC 0.34,0.50 B-L No S 14.3f 1.5ft 30.2 30.2 0.0 14 17 430 Btuh 8 1 NFRC 0.34,0.50 B-L No W 14.3f 1.5ft 31.3 31.3 0.0 14 32 445 Btuh 9 1 NFRC 0.34,0.50 B-L No N 0.3ft O.Oft 15.0 0.0 15.0 14 14 213 Btuh 10 1 NFRC 0.34,0.50 B-L No W 0.3ft O.Oft 30.2 1.1 29.1 14 32 939 Btuh 11 1 NFRC 0.34,0.50 B-L No N 0.3ft O.Oft 60.4 0.0 60.4 14 14 860 Btuh 12 1 NFRC 0.34,0.50 B-L No E 0.3ft O.Oft 27.5 1.0 26.5 14 32 854 Btuh 13 1 NFRC 0.34,0.50 B-L No E 0.3ft O.Oft 4.0 0.4 3.6 14 32 120 Btuh 14 1 NFRC 0.34,0.50 B-L No E 0.3ft O.Oft 41.3 1.6 39.7 14 32 1281 Btuh 15 1 NFRC 0.34,0.50 B-L No E 0.3ft O.Oft 8.0 0.8 7.2 14 32 239 Btuh 16 1 NFRC 0.34,0.50 B-L No E 0.3ft O.Oft 16.0 0.8 15.2 14 32 493 Btuh 17 1 NFRC 0.34,0.50 B-L No S 0.3ft O.Oft 45.3 10.4 34.9 14 17 731 Btuh 18 1 NFRC 0.34,0.50 B-L No W 0.3ft O.Oft 30.2 1.1 29.1 14 32 939 Btuh 19 1 NFRC 0.34,0.50 B-L No S 0.3ft O.Oft 39.7 9.1 30.5 14 17 640 Btuh 20 1 NFRC 0.34,0.50 B-L No W 0.3ft O.Oft 16.0 0.8 15.2 14 32 493 Btuh 21 1 NFRC 0.34,0.50 B-L No W 0.3ft O.Oft 12.0 1.2 10.8 14 32 359 Btuh 22 1 NFRC 0.34,0.50 B-L No W 0.3ft O.Oft 28.3 1.0 27.3 14 32 880 Btuh Window Total 645 (sqft) 14552 Btuh Walls Type LI-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame-Wood-Ext 0.08 19.0/0.1 239.2 1.9 449 Btuh 2 Frame-Wood-Ext 0.08 19.0/0.1 408.0 1.9 765 Btuh 3 Frame-Wood-Ext 0.08 19.0/0.1 153.9 1.9 289 Btuh 4 Frame-Wood-Adj 0.08 19.0/0.0 291.7 1.7 496 Btuh 5 Frame-Wood-Ext 0.08 19.0/0.1 333.3 1.9 625 Btuh 6 Frame-Wood-Ext 0.08 19.0/0.1 129.0 1.9 242 Btuh 7 Frame-Wood-Ext 0.08 19.0/0.1 107.0 1.9 201 Btuh 8 Frame-Wood-Ext 0.08 19.0/0.1 110.6 1.9 207 Btuh 9 Frame-Wood-Ext 0.08 19.0/0.1 488.3 1.9 915 Btuh 10 Frame-Wood-Ext 0.08 19.0/0.1 125.7 1.9 236 Btuh 11 Frame-Wood-Ext 0.08 19.0/0.1 107.8 1.9 202 Btuh 12 Frame-Wood-Ext 0.08 19.0/0.1 104.3 1.9 196 Btuh 13 Frame-Wood-Ext 0.08 19.0/0.1 253.0 1.9 474 Btuh Wall Total 2852 (sqft) 5296 Btuh Doors Type Area (sqft) HTM Load 1 Wood-Exterior 0.1 6.6 1 Btuh Door Total 0 (sqft) 1 Btuh Ceilings Type/Color/Surface Ll-Value R-Value Area(sqft) HTM Load 1 Unvented Attic/Light/Metal 0.047 0.2/20.0 1800.0 1.33 2392 Btuh Ceiling Total 1800 (sqft) 2392 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1527(ft-perimeter) 0.0 0 Btuh 2 Interior 0.0 1527(sqft) 0.0 0 Btuh 3 Raised Wood-Adj 0.0 273(sqft) 6.5 1785 Btuh Floor Total 3327.0 (sqft) 1785 Btuh F-Ave 1 Manual J Summer Calculations Residential Load - Component Details (continued) McGurrin Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Shell Street McGurrin House Atlantic Beach, FL 32233 3/25/2015 Envelope Subtotal: 24025 Btuh Infiltration Type Average ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.57 31470 1 298.3 7213 Btuh Internal Occupants Btuh/occupant Appliance Load gain 1 X 230 + 3400 3630 Btuh Sensible Envelope Load: 34868 Btuh Duct load Average sealed,Supply(R6.0-Attic),Retum(R6.0-Attic) (DGM of 0.101 3513 Btuh Sensible Load All Zones 38381 Btuh EnergyGauge®/USRFZB v3.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) McGurrin Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Shell Street McGurrin House Atlantic Beach, FL 32233 3/25/2015 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 34868 Btuh Sensible Duct Load 3513 Btuh Total Sensible Zone Loads 38381 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 38381 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 10742 Btuh Latent ventilation gain 0 Btuh Latent duct gain 2096 Btuh Latent occupant gain (1.0 people @ 200 Btuh per person) 200 Btuh Latent other gain 0 Btuh Latent total gain 13038 Btuh TOTAL GAIN 51418 Btuh EQUIPMENT 1. Central Unit TBD #TBD 48000 Btuh 'Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B), Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N),Full(F)or Half('/z)) (Ornt-compass orientation) it Version 8 EnergyGauge®/USRFZB v3.1 Page 3 System Sizing Calculations - Winter Residential Load - Room by Room Component Details McGurrin Project Title: Shell Street McGurrin House Atlantic Beach, FL 32233- Building Type: User 3/25/2015 Reference City:Jacksonville, FL (Defaults) Winter Temperature Difference: 38.0 F (MJ8 99%) Component Loads for Room#1: 1st Floor Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 1, NFRC 0.34 Wood 0.50 N 42.7 19.0 811 Btuh 2 1, NFRC 0.34 Wood 0.50 N 68.0 19.0 1292 Btuh 3 1, NFRC 0.34 Wood 0.50 E 30.2 19.0 574 Btuh 4 1, NFRC 0.34 Wood 0.50 E 6.0 19.0 114 Btuh 5 1, NFRC 0.34 Wood 0.50 E 34.0 19.0 646 Btuh 6 1, NFRC 0.34 Wood 0.50 E 28.4 19.0 540 Btuh 7 1, NFRC 0.34 Wood 0.50 S 30.2 19.0 574 Btuh 8 1, NFRC 0.34 Wood 0.50 W 31.3 19.0 594 Btuh Window Total 270.8 s ft 5145 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame -Wood Ext (0.077) 19.0/0.1 239 2.92 699 Btuh 2 Frame -Wood - Ext (0.077) 19.0/0.1 408 2.92 1191 Btuh 3 Frame -Wood Ext (0.077) 19.0/0.1 154 2.92 449 Btuh 4 Frame - Wood -Adj (0.077) 19.0/0.0 292 2.94 856 Btuh 5 Frame -Wood Ext (0.077) 19.0/0.1 333 2.92 973 Btuh Wall Total 1426 s ft 4169 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Wood - Exterior, n (0.200) 0 7.6 1 Btuh Door Total 0 s ft 1 Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 298.0 ft(perim.) 44.8 13362 Btuh Floor Total 1527 s ft 13362 Btuh Room Envelope Subtotal: 22677 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.76 15270 0.50 198.9 8307 Btuh Duct load Average sealed,Supply(R6.0-Attic), Return(R6.0-Attic) (DLM of 0.089) 2769 Btuh Room#1 Sensible Room Subtotal 33753 Btuh EnergyGauge®/USRFZB v3.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) McGurrin Project Title: Shell Street McGurrin House Atlantic Beach, FL 32233- Building Type: User 3/25/2015 Component Loads for Room#2: 2nd Floor Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 9 1, NFRC 0.34 Wood 0.50 N 15.0 19.0 285 Btuh 10 1, NFRC 0.34 Wood 0.50 W 30.2 19.0 574 Btuh 11 1, NFRC 0.34 Wood 0.50 N 60.4 19.0 1148 Btuh 12 1, NFRC 0.34 Wood 0.50 E 27.5 19.0 522 Btuh 13 1, NFRC 0.34 Wood 0.50 E 4.0 19.0 76 Btuh 14 1, NFRC 0.34 Wood 0.50 E 41.3 19.0 784 Btuh 15 1, NFRC 0.34 Wood 0.50 E 8.0 19.0 152 Btuh 16 1, NFRC 0.34 Wood 0.50 E 16.0 19.0 304 Btuh 17 1, NFRC 0.34 Wood 0.50 S 45.3 19.0 861 Btuh 18 1, NFRC 0.34 Wood 0.50 W 30.2 19.0 574 Btuh 19 1, NFRC 0.34 Wood 0.50 S 39.7 19.0 754 Btuh 20 1, NFRC 0.34 Wood 0.50 W 16.0 19.0 304 Btuh 21 1, NFRC 0.34 Wood 0.50 W 12.0 19.0 228 Btuh 22 1, NFRC 0.34 Wood 0.50 W 28.3 19.0 538 Btuh Window Total 374.0(sqft) 7105 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 6 Frame - Wood Ext (0.077) 19.0/0.1 129 2.92 377 Btuh 7 Frame - Wood Ext (0.077) 19.0/0.1 107 2.92 313 Btuh 8 Frame - Wood Ext (0.077) 19.0/0.1 111 2.92 323 Btuh 9 Frame - Wood Ext (0.077) 19.0/0.1 488 2.92 1426 Btuh 10 Frame - Wood Ext (0.077) 19.0/0.1 126 2.92 367 Btuh 11 Frame - Wood - Ext (0.077) 19.0/0.1 108 2.92 315 Btuh 12 Frame - Wood Ext (0.077) 19.0/0.1 104 2.92 305 Btuh 13 Frame - Wood Ext (0.077) 19.0/0.1 253 2.92 739 Btuh Wall Total 1426(sqft) 4163 Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Unvent Attic/L/Metal (0.047) 0.2/20.0 1800 1.8 3246 Btuh Ceiling Total 1 800s ft 3246Btuh Floors Type Ueff. R-Value Size X HTM= Load 2 Interior (1.180) 0.0 1527.0 sqft 0.0 0 Btuh 3 Raised Wood - Adj (0.385) 0.0 273.0 sqft 14.6 3990 Btuh Floor Total 1800 sqft 3990 Btuh Room Envelope Subtotal: 18505 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.76 16200 0.50 198.8 8304 Btuh Duct load Average sealed,Supply(R6.0-Attic), Return(R6.0-Attic) (DLM of 0.089) 2396 Btuh EnergyGauge®/USRFZB v3.1 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) McGurrin Project Title: Shell Street McGurrin House Atlantic Beach, FL 32233- Building Type: User 3/25/2015 Room#2 Sensible Room Subtotal 29205 Btuh HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 62958 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 62958 Btuh EQUIPMENT 1. Electric Heat Pump TBD#TBD 34000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear'or'Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) .' HTM-(ManualJ Heat Transfer Multiplier) Version 8 EnergyGauge®/USRFZB v3.1 Page 3 System Sizing Calculations - Summer Residential Load - Room by Room Component Details McGurrin Project Title: Shell Street McGurrin House Atlantic Beach, FL 32233- 3/25/2015 Reference City:Jacksonville, FL Temperature Difference: 22.OF(MJ8 99%) Humidity difference: 53gr. Component Loads for Room#1: 1 st Floor Type' Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len HSg Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.34,0.50 B-L No N 0.3ft O.Oft 42.7 0.0 42.7 14 14 607 Btuh 2 1 NFRC 0.34,0.50 B-L No N 0.3ft O.Oft 68.0 0.0 68.0 14 14 968 Btuh 3 1 NFRC 0.34,0.50 B-L No E 0.3ft O.Oft 30.2 1.1 29.1 14 32 939 Btuh 4 1 NFRC 0.34,0.50 B-L No E 0.3ft O.Oft 6.0 0.4 5.6 14 32 183 Btuh 5 1 NFRC 0.34,0.50 B-L No E 0.3ft O.Oft 34.0 1.2 32.8 14 32 1058 Btuh 6 1 NFRC 0.34,0.50 B-L No E 0.3ft O.Oft 28.4 1.1 27.3 14 32 883 Btuh 7 1 NFRC 0.34,0.50 B-L No S 14.3f 1.5ft 30.2 30.2 0.0 14 17 430 Btuh 8 1 NFRC 0.34,0.50 B-L No W 14.3f 1.5ft 31.3 31.3 0.0 14 32 445 Btuh Window Total 1 1 271 (sqft) 5511 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame-Wood-Ext 0.08 19.0/0.1 239.2 1.9 449 Btuh 2 Frame-Wood-Ext 0.08 19.0/0.1 408.0 1.9 765 Btuh 3 Frame-Wood-Ext 0.08 19.0/0.1 153.9 1.9 289 Btuh 4 Frame-Wood-Adj 0.08 19.0/0.0 291.7 1.7 496 Btuh 5 Frame-Wood-Ext 0.08 19.0/0.1 333.3 1.9 625 Btuh Wall Total 1426(sqft) 2623 Btuh Doors Type Area (sqft) HTM Load 1 Wood-Exterior 0.1 6.6 1 Btuh Door Total 0 (sqft)----- __ 1 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1527(ft-perimeter) 0.0 0 Btuh Floor Total 1527.0 (sqft) 0 Btuh Zone Envelope Subtotal: 8135 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.57 15270 0.50 149.2 3607 Btuh Internal Occupants Btuh/occupant Appliance Load gain 1 X 230 + 3400 3630 Btuh Sensible Envelope Load: 15372 Btuh Duct load Average sealed,Supply(R6.0-Attic),Retum(R6.0-Attic) (DGM of 0.101 1549 Btuh Sensible Zone Load 16921 Btuh EnergyGaugeOO /USRFZB 0.1 Page 1 i i Manual J Summer Calculations Residential Load - Component Details (continued) McGurrin Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Shell Street McGurrin House Atlantic Beach, FL 32233- 3/25/2015 Component Loads for Room#2: 2nd Floor Type' Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len H t Gross Shaded Unshaded Shaded Unshaded 9 1 NFRC 0.34,0.50 B-L No N 0.3ft O.Oft 15.0 0.0 15.0 14 14 213 Btuh 10 1 NFRC 0.34,0.50 B-L No W 0.3ft O.Oft 30.2 1.1 29.1 14 32 939 Btuh 11 1 NFRC 0.34,0.50 B-L No N 0.3ft O.Oft 60.4 0.0 60.4 14 14 860 Btuh 12 1 NFRC 0.34,0.50 B-L No E 0.3ft O.Oft 27.5 1.0 26.5 14 32 854 Btuh 13 1 NFRC 0.34,0.50 B-L No E 0.3ft O.Oft 4.0 0.4 3.6 14 32 120 Btuh 14 1 NFRC 0.34,0.50 B-L No E 0.3ft O.Oft 41.3 1.6 39.7 14 32 1281 Btuh 15 1 NFRC 0.34,0.50 B-L No E 0.3ft O.Oft 8.0 0.8 7.2 14 32 239 Btuh 16 1 NFRC 0.34,0.50 B-L No E 0.3ft O.Oft 16.0 0.8 15.2 14 32 493 Btuh 17 1 NFRC 0.34,0.50 B-L No S 0.3ft O.Oft 45.3 10.4 34.9 14 17 731 Btuh 18 1 NFRC 0.34,0.50 B-L No W 0.3ft O.Oft 30.2 1.1 29.1 14 32 939 Btuh 19 1 NFRC 0.34,0.50 B-L No S 0.3ft O.Oft 39.7 9.1 30.5 14 17 640 Btuh 20 1 NFRC 0.34,0.50 B-L No W 0.3ft O.Oft 16.0 0.8 15.2 14 32 493 Btuh 21 1 NFRC 0.34,0.50 B-L No W 0.3ft O.Oft 12.0 1.2 10.8 14 32 359 Btuh 22 1 NFRC 0.34,0.50 B-L No W 0.3ft O.Oft 28.3 1.0 27.3 14 32 880 Btuh Window Total 374 (sqft) 9040 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 6 Frame-Wood-Ext 0.08 19.0/0.1 129.0 1.9 242 Btuh 7 Frame-Wood-Ext 0.08 19.0/0.1 107.0 1.9 201 Btuh 8 Frame-Wood-Ext 0.08 19.0/0.1 110.6 1.9 207 Btuh 9 Frame-Wood-Ext 0.08 19.0/0.1 488.3 1.9 915 Btuh 10 Frame-Wood-Ext 0.08 19.0/0.1 125.7 1.91 236 Btuh 11 Frame-Wood-Ext 0.08 19.0/0.1 107.8 1.9 202 Btuh 12 Frame-Wood-Ext 0.08 19.0/0.1 104.3 1.9 196 Btuh 13 Frame-Wood-Ext 0.08 19.0/0.1 253.0 1.9 474 Btuh Wall Total 1426 s ft 2673 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Unvented Attic/Light/Metal 0.047 0.2/20.0 1800.0 1.33 2392 Btuh Ceiling Total 1800 (sqft) 2392 Btuh Floors Type R-Value Size HTM Load 2 Interior 0.0 1527(sqft) 0.0 0 Btuh 3 Raised Wood-Adj 0.0 273(sqft) 6.5 1785 Btuh Floor Total 1800.0(sqft) 1785 Btuh Zone Envelope Subtotal: 15890 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.57 16200 0.50 149.1 3606 Btuh Internal Occupants Btuh/occupant Appliance Load gain 0 X 230 + 0 0 Btuh Sensible Envelope Load: 19496 Btuh Duct load Average sealed,Supply(R6.0-Attic),Retum(R6.0-Attic) (DGM of 0.101) 1964 Btuh Sensible Zone Load 21460 Btuh EnergyGaugeO/USRFZB v3.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) McGurrin Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Shell Street McGurrin House Atlantic Beach, FL 32233- 3/25/2015 EnergyGauge®/USRFZB v3.1 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) McGurrin Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Shell Street McGurrin House Atlantic Beach, FL 32233- 3/25/2015 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 34868 Btuh Sensible Duct Load 3513 Btuh Total Sensible Zone Loads 38381 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 38381 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 10742 Btuh Latent ventilation gain 0 Btuh Latent duct gain 2096 Btuh Latent occupant gain (1.0 people @ 200 Btuh per person) 200 Btuh Latent other gain 0 Btuh Latent total gain 13038 Btuh TOTAL GAIN 51418 Btuh EQUIPMENT 1. Central Unit TBD #TBD 48000 Btuh 'Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No), Blinds(B), Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent, half closed (IS-Insect screen:none(N),Full(F)or Half('/z)) m,r (Ornt-compass orientation) Version 8 EnergyGauge@/USRFZB v3.1 Page 4 FILE COPY 65 Shell Street - 1 st Floor HVAC Duct Sizing for Phillips Builders c1p n u e lelfdtl � ` ndaEnerg�y�C�alcs.cor» OR V s`S�aNAl- ',��11!'1116 111 11 11 ` Ductsize-HVAC Duct Sizing Elite Software Development,Inc. Florid aEnergVCalcs.com 65 Shell Street-1st Floor Jacksonville. FL 32205 -_ Page 2 General Project Data Input General Project Information----- Project nformation___Project file name: C:\Users\ttidw_000\AppData\Local\Elite Software\Ductsize 6\Shell Street 1st Floor.dsw Project title: 65 Shell Street- 1st Floor Designed by: Thomas J. Tidwell, PE Project date: Thursday, April 23, 2015 Client name: Phillips Builders Company name: Florida EnergyCalcs.com Company representative: Thomas Tidwell I I i i i i C:\ ...\Shell Street 1st Floor.dsw Thursday, April 23, 2015, 6:59 PM Ductsize-HVAC Duct Sizing Elite Software Development,Inc. FloridaEnerwCalcs.com 65 Shell Street-1st Floor Jacksonville.FL 32205 Page 3 System 1 "1st Floor" - Trunk Output Data - Supply Fit Sect1 Sect2 Cumul Press ------ ------ ------ ------ ------ Trunk Dia SM L/100 Shape Ups.Sh Equip Dynam Vel.P Veloc Upstr Hei TOA Reg Fit.1 Qty Coef Loss Add.L Fric Stat Stat Vel Wid Gau Fit.2 Qty Coef Loss F.Tot Total Total Total CFM Len Ref Mat Ups.Junc Coef Loss Dynam Discharge 16.8 PS 0.045 Rect N/A 0.300 0.323 0.000 0.030 Plenum FAN 20.0 0 0.000 SR3-1 1 0.870 0.023 0.000 0.003 0.325 0.254 689 12.0 0 ---- 0.323 0.325 0.325 0.284 1,060 5.5 Duct Board 0.323 English T-101 16.0 EF 0.060 Rnd Rect 0.000 0.039 -0.007 0.037 Discharge 14.6 90 -0.046 ---- 0.000 0.004 0.375 0.203 Plenum 759 14.6 0 ---- 0.039 0.044 0.369 0.240 1,060 7.0 Flex Duct "PLENUM-BR 1.070 0.039 0.039 English T-111 12.0 EF 0.055 Rnd Rnd 0.000 0.040 0.010 0.020 T-101 11.0 90 -0.023 ---- 0.000 0.002 0.400 0.178 560 11.0 0 ---- 0.040 0.042 0.411 0.198 440 3.4 Flex Duct PLENUM-BR 1.992 0.040 0.040 English T-121 10.0 EF 0.080 Rnd Rnd 0.000 0.002 0.008 0.022 T-111 9.1 0 -0.004 ---- 0.000 0.004 0.408 0.171 587 9.2 0 ---- 0.002 0.006 0.416 0.193 320 5.0 Flex Duct PLENUM-MN 0.081 0.002 0.002 English T-131 8.0 EF 0.065 Rnd Rnd 0.000 0.005 0.017 0.013 T-121 7.3 0 0.003 ---- 0.000 0.002 0.407 0.172 458 7.3 0 ---- 0.005 0.007 0.424 0.185 160 3.0 Flex Duct PLENUM-MN 0.400 0.005 0.005 English T-141 14.0 EF 0.050 Rnd Rnd 0.000 0.004 0.009 0.022 T-101 12.8 0 0.011 ---- 0.000 0.003 0.367 0.212 580 12.8 0 ---- 0.004 0.007 0.376 0.233 620 5.5 Flex Duct PLENUM-MN 0.205 0.004 0.004 English T-151 12.0 EF 0.045 Rnd Rnd 0.000 0.002 0.015 0.016 T-141 11.0 0 0.003 ---- 0.000 0.003 0.366 0.212 497 11.0 0 ---- 0.002 0.005 0.381 0.228 390 6.0 Flex Duct PLENUM-MN 0.150 0.002 0.002 English Loss coefficient for indicated fitting is from the boundary of the table since one or more of the parameters used to look up the coefficient was outside the range of the table. Explanation of Values in Rightmost Five Columns Above Column Description "Fit": "Loss" = Static pressure loss through the indicated fitting. C:\ ...\Shell Street 1st Floor.dsw Thursday, April 23, 2015, 6:59 PM Ductsize-HVAC Duct Sizing Elite Software Development,Inc. Florida EnergVCalcs.com 65 Shell Street-1 st Floor Jackson-v-ilie FL 32205 _ _ - -__-_--__ Page 4 System 1 "1st Floor" - Trunk Output Data - Supply (cont'd) Column Description "Sect1": "Equip" = User-entered loss through central equipment (supply main trunk only). "Add.L" = User entered additional static pressure loss. "F.Tot" = Total of all the fitting static pressure losses. For supply main trunk, also includes loss through central equipment and any loss carried from return system. "Dynam" = Total of all the dynamic losses, which includes everything but the frictional loss. "Sect2": "Dynam" = Total of the dynamic losses, carried from bottom of previous column. "Fric" = Static pressure loss due to the inside surface roughness (friction). "Total" = Total of the dynamic and friction losses. "Cumul": "VeLP" = Cumulative loss in velocity pressure. For return, velocity pressure of downstream runout with highest static pressure minus that of this trunk. For supply, main trunk velocity pressure minus that of this trunk. "Stat" = Cumulative loss of static pressure. For return, sum of the loss of all ducts in route starting with downstream runout with highest static pressure through this trunk. For supply, sum of all upstream trunk losses plus this trunk's loss. "Total" = Cumulative velocity pressure loss plus cumulative static pressure loss. "Press": "Veloc" = Velocity pressure. "Stat" = Static pressure available. For return, at entrance of duct. For supply, at exit. "Total" = Velocity pressure plus static pressure available. C:\ ...\Shell Street 1st Floor.dsw Thursday, April 23, 2015, 6:59 PM Ductsize-HVAC Duct Sizing Elite Software Development, Inc FloridaEnergyCalcs.com 65 Shell Street- 1st Floor Jacksonville, FL 32205 - IY9__ Page 5 System 1 "1 st Floor" - Trunk Output Data - Return J Fit Sect1 Sect2 Cumul Press ------ ------ ------ ------ ------ Trunk Dia SM L/100 Shape Ups.Sh Equip Dynam Vel.P Veloc Dnstr Hei TOA Reg Fit.1 Qty Coef Loss Add.L Fric Stat Stat Vel Wid Gau Fit.2 Qty Coef Loss F.Tot Total Total Total CFM Len Ref Mat Ups.Junc_ Coef Loss Dynam RETURN 19.7 CV 0.020 Rnd N/A 0.000 0.000 0.000 -0.016 FAN 18.0 0 0.000 ---- 0.000 0.000 0.000 0.000 472 18.0 0 ---- 0.000 0.000 0.000 -0.016 1,000 2.0 Duct Board 0.000 English Explanation of Values in Rightmost Five Columns Above Column Description "Fit": "Loss" = Static pressure loss through the indicated fitting. "Sect1": "Equip" = User-entered loss through central equipment (supply main trunk only). "Add.L"= User entered additional static pressure loss. "F.Tot" = Total of all the fitting static pressure losses. For supply main trunk, also includes loss through central equipment and any loss carried from return system. "Dynam" = Total of all the dynamic losses, which includes everything but the frictional loss. "Sect2": "Dynam" = Total of the dynamic losses, carried from bottom of previous column. "Fric" = Static pressure loss due to the inside surface roughness (friction). "Total" = Total of the dynamic and friction losses. "Cumul": "Vel.P" = Cumulative loss in velocity pressure. For return, velocity pressure of downstream runout with highest static pressure minus that of this trunk. For supply, main trunk velocity pressure minus that of this trunk. "Stat" = Cumulative loss of static pressure. For return, sum of the loss of all ducts in route starting with downstream runout with highest static pressure through this trunk. For supply, sum of all upstream trunk losses plus this trunk's loss. "Total" = Cumulative velocity pressure loss plus cumulative static pressure loss. "Press": "Veloc" =Velocity pressure. "Stat" = Static pressure available. For return, at entrance of duct. For supply, at exit. "Total" = Velocity pressure plus static pressure available. C:\ ...\Shell Street 1st Floor.dsw Thursday, April 23, 2015, 6:59 PM Ductsize-HVAC Duct Sizing Elite Software Development,Inc. FloridaEnergyCalcs.com 65 Shell Street-1st Floor Jacksonville, FL 32205 -_ Page 6 System 1 "1st Floor" - Runout Output Data - Supply J Fit Sect1 Sect2 Cumul Press unout Dia SM L/100 Shape Ups.Sh ------ ------ ------ ------ ------ onn Hei TOA Reg Fitt Qty Coef Loss Diff. Dynam Vel.P Veloc Vel Wid Gau Fit2 Qty Coef Loss Add.L Fric Stat Stat CFM Len Ref Mat Fit3 Qty Coef Loss F.Tot Total Total Total Orif R.NC Act.NC Ups.Junc Qty Coef Loss Dynam j R101 4.0 EF 0.165 Rnd Rnd 0.100 0.161 0.017 0.013 T-131 3.7 0 -0.161 CD3-1 1 0.210 0.003 0.000 0.005 0.573 0.005 458 3.7 0 ---- 0.061 0.167 0.590 0.019 40 3.1 Flex Duct ---- 0.161 English 4.00 50 30 PLENUM-MN 1 4.360 0.059 R102 7.0 EF 0.075 Rnd Rnd 0.100 0.117 0.017 0.013 T-131 6.4 90 -0.116 CD3-1 1 0.120 0.002 0.000 0.003 0.526 0.052 449 6.4 0 ---- 0.017 0.120 0.544 0.065 120 4.3 Flex Duct ---- 0.117 English 7.00 50 30 PLENUM-BR 1 1.186 0.015 R103 4.0 EF 0.165 Rnd Rnd 0.100 0.161 0.017 0.013 T-121 3.7 90 -0.152 CD3-1 1 0.210 0.003 0.000 0.015 0.575 0.004 458 3.7 0 ---- 0.061 0.175 0.591 0.018 40 9.0 Flex Duct ---- 0.161 English 4.00 50 30 PLENUM-BR 1 4.288 0.058 R104 4.0 EF 0.045 Rnd Rnd 0.100 0.118 0.027 0.003 T-121 3.7 90 -0.099 CD3-1 1 0.210 0.001 0.000 0.001 0.508 0.070 229 3.7 0 ---- 0.018 0.119 0.535 0.074 20 3.0 Flex Duct ---- 0.118 English 4.00 50 30 *PLENUM-BR 1 5.083 0.017 R105 4.0 EF 0.045 Rnd Rnd 0.100 0.111 0.027 0.003 T-111 3.7 90 -0.094 CD3-1 1 0.210 0.001 0.000 0.001 0.496 0.083 229 3.7 0 ---- 0.011 0.112 0.523 0.086 20 2.6 Flex Duct ---- 0.111 English 4.00 50 30 *PLENUM-BR 1 3.059 0.010 R106 5.0 EF 0.110 Rnd Rnd 0.100 0.154 0.018 0.012 T-121 4.5 90 -0.144 CD3-1 1 0.160 0.002 0.000 0.003 0.555 0.023 440 4.6 0 ---- 0.054 0.157 0.573 0.036 60 3.0 Flex Duct ---- 0.154 j English 5.00 50 30 PLENUM-BR 1 4.175 0.052 R107 4.0 EF 0.165 Rnd Rnd 0.100 0.161 0.017 0.013 T-121 3.7 90 -0.152 CD3-1 1 0.210 0.003 0.000 0.018 0.578 0.001 458 3.7 0 ---- 0.061 0.178 0.595 0.014 40 11.0 Flex Duct ---- 0.161 English 4.00 50 30 PLENUM-BR 1 4.288 0.058 R108 6.0 EF 0.115 Rnd Rnd 0.100 0.148 0.014 0.017 T-111 5.5 90 -0.144 CD3-1 1 0.140 0.002 0.000 0.005 0.550 0.029 509 5.5 0 ---- 0.048 0.153 0.564 0.045 C:\ ...\Shell Street 1st Floor.dsw Thursday, April 23, 2015, 6:59 PM Ductsize-HVAC Duct Sizing Elite Software Development, Inc. FloridaEnergyCalcs.com 65 Shell Street-1st Floor Jacksonville. FL 32205_ Pace_? System 1 "1st Floor" - Runout Output Data - Supply (cont'd) J Fit Sect1 Sect2 Cumul Press Runout Dia SM L/100 Shape Ups.Sh ------ ------ ------ ------ ------ Conn Hei TOA Reg Fitt Qty Coef Loss Diff. Dynam Vel.P Veloc Vel Wid Gau Fit2 Qty Coef Loss Add.L Fric Stat Stat FM Len Ref Mat Fit3 Qty Coef Loss F.Tot Total Total Total Orif R.NC Act.NC Ups.Junc Qty Coef Loss Dynam 100 4.5 Flex Duct ---- 0.148 English 6.00 50 30 PLENUM-BR 1 2.737 0.045 R109 6.0 EF 0.075 Rnd Rnd 0.100 0.152 0.020 0.011 T-141 5.5 90 -0.141 CD3-1 1 0.140 0.001 0.000 0.005 0.513 0.065 407 5.5 0 ---- 0.052 0.157 0.533 0.076 80 7.0 Flex Duct ---- 0.152 English 6.00 50 30 PLENUM-BR 1 4.736 0.050 R110 7.0 EF 0.115 Rnd Rnd 0.100 0.138 0.010 0.020 T-141 6.4 90 -0.137 CD3-1 1 0.120 0.002 0.000 0.006 0.509 0.069 561 6.4 0 ---- 0.038 0.144 0.520 0.089 150 5.0 Flex Duct ---- 0.138 English 7.00 50 30 PLENUM-BR 1 1.770 0.036 R111 7.0 EF 0.115 Rnd Rnd 0.100 0.130 0.010 0.020 T-151 6.4 90 -0.134 CD3-1 1 0.120 0.002 0.000 0.009 0.510 0.069 561 6.4 0 ---- 0.030 0.139 0.520 0.089 150 8.0 Flex Duct ---- 0.130 English 7.00 50 30 PLENUM-BR 1 1.350 0.027 R112 6.0 EF 0.115 Rnd Rnd 0.100 0.173 0.014 0.017 T-151 5.5 0 -0.173 CD3-1 2 0.140 0.002 0.000 0.012 0.551 0.027 509 5.5 0 ---- 0.073 0.184 0.565 0.044 100 10.0 Flex Duct ---- 0.173 English 6.00 50 30 PLENUM-MN 1 4.086 0.068 R113 6.0 EF 0.115 Rnd Rnd 0.100 0.144 0.014 0.017 T-151 5.5 90 -0.144 CD3-1 2 0.140 0.002 0.000 0.013 0.524 0.055 509 5.5 0 ---- 0.044 0.156 0.537 0.072 100 11.0 Flex Duct ---- 0.144 English 6.00 50 30 PLENUM-BR 1 2.348 0.039 R114 4.0 EF 0.165 Rnd Rnd 0.100 0.143 0.017 0.013 T-151 3.7 90 -0.141 CD3-1 1 0.210 0.003 0.000 0.004 0.511 0.067 458 3.7 0 ---- 0.043 0.147 0.528 0.081 40 2.5 Flex Duct ---- 0.143 English 4.00 50 30 PLENUM-BR 1 3.017 0.041 Loss coefficient for indicated fitting is from the boundary of the table since one or more of the parameters used to look up the coefficient was outside the range of the table. Explanation of Values in Rightmost Five Columns Above Column Description "Fit": "Loss" = Static pressure loss through the indicated fitting. C:\ ...\Shell Street 1st Floor.dsw Thursday, April 23, 2015, 6:59 PM uct re lopent,Inc. FloridaEnele, FLa 32205 Sizing — -- --- — — — - - -- Elite Softwa.corn 65Shellll Sttrreettm1 t Floor Jacksonville, ___% — - g� System 1 "1 st Floor" - Runout Output Data - Supply (cont'd) Column Description "Sect1": "Dif"= User-entered static pressure loss due to the diffuser. "Add.L" = User entered additional static pressure loss. "F.Tot" = Total of all the fitting static pressure losses. "Dynam" = Total of all the dynamic losses, which includes everything but the frictional loss. "Sect2": "Dynam" = Total of the dynamic losses, carried from bottom of previous column. "Fric" = Static pressure loss due to the inside surface roughness (friction). "Total" = Total of the dynamic and friction losses. "Cumul": "VeLP" = Cumulative loss in velocity pressure. For return, zero for each runout. For supply, velocity pressure of main trunk minus that of this duct. "Stat" = Cumulative loss of static pressure. For return, this runout's loss. For supply, sum of all upstream trunk losses plus this runout's loss. "Total" = Cumulative velocity pressure loss plus cumulative static pressure loss. "Press": "Veloc" = Velocity pressure. "Stat" = Static pressure available. For return, at entrance of duct. For supply, at exit. "Total" = Velocity pressure plus static pressure available. C:\ ...\Shell Street 1st Floor.dsw Thursday, April 23, 2015, 6:59 PM Ductsize-HVAC Duct Sizing Elite Software Development,Inc. Florida EnerpyCalcs.com 65 Shell Street-1st Floor Jacksonville FL 32205 _ Page 9 System 1 "1 st Floor" - Runout Output Data - Return Fit Sect1 Sect2 Cumul Press unout Dia SM L/100 Shape Ups.Sh ------ ------ ------ ------ ------ onn Hei TOA Reg Fitt Qty Coef Loss Diff. Dynam Vel.P Veloc el Wid Gau Fit2 Qty Coef Loss Add.L Fric Stat Stat FM Len Ref Mat Fit3 Qty Coef Loss F.Tot Total Total Total Orif R.NC Act.NC Ups.Junc Qty Coef Loss Dynam Return 19.7 CV 0.020 Rnd Rnd 0.000 0.000 0.000 -0.016 Closet RETURN 18.0 0 0.000 ---- 0.000 0.000 0.001 0.000 472 18.0 0 ---- 0.000 0.000 0.001 -0.016 1,000 1.0 Duct Board ---- 0.000 English 19.70 50 30 1 explanation of Values in Rightmost Five Columns Above Loiumn Description "Fit": "Loss" = Static pressure loss through the indicated fitting. "Sect1": "Dif" = User-entered static pressure loss due to the diffuser. "Add.L" = User entered additional static pressure loss. "F.Tot" = Total of all the fitting static pressure losses. "Dynam" = Total of all the dynamic losses, which includes everything but the frictional loss. "Sect2": "Dynam" = Total of the dynamic losses, carried from bottom of previous column. "Fric" = Static pressure loss due to the inside surface roughness (friction). "Total" = Total of the dynamic and friction losses. "Cumul": "Vel.P" = Cumulative loss in velocity pressure. For return, zero for each runout. For supply, velocity pressure of main trunk minus that of this duct. "Stat" = Cumulative loss of static pressure. For return, this runout's loss. For supply, sum of all upstream trunk losses plus this runout's loss. "Total" = Cumulative velocity pressure loss plus cumulative static pressure loss. "Press": "Veloc" = Velocity pressure. "Stat" = Static pressure available. For return, at entrance of duct. For supply, at exit. "Total" = Velocity pressure plus static pressure available. C:\ ...\Shell Street 1st Floor.dsw Thursday, April 23, 2015, 6:59 PM Ductsize-HVAC Duct Sizing Elite Software Development,Inc. FloridaEnergyCalcs.com 65 Shell Street-1st Floor Jacksonville.FL 32205__ _ Page 10 -System 1 "1st Floor" - Output Summary - Supply Number of active trunks: 7 Number of active runouts: 14 Total system weight (lb.) minus fittings: 0.00 Total outlet flow 1,060 Total outlet flow after heat gain 1,060 Size of largest trunk: 16.8 Size of smallest trunk: 8.0 Size of largest runout: 7.0 Size of smallest runout: 4.0 Maximum static pressure loss occurs in route to runout: R107 Cumulative static pressure loss at above runout: 0.578 i Isolate Return From Supply Option: Yes Return SP Loss Added to 1 st Trunk of Supply: 0.000 Available static pressure at above runout: 0.001 Fan static pressure: 0.579 Fan velocity pressure: 0.030 Fan total pressure: 0.609 C:\ ...\Shell Street 1st Floor.dsw Thursday, April 23, 2015, 6:59 PM Ductsize-HVAC Duct Sizing Elite Software Development,Inc. Flo ridaEnergvCalcs.com 65 Shell Street-1st Floor Jacksonville,FL 3Z205 -Page 11 System 1 "1st Floor" - Output Summarry - Return Number of active trunks: 1 Number of active runouts: 1 Total system weight(lb.) minus fittings: 0.00 Total outlet flow 1,000 Total outlet flow after heat gain 1,000 Size of largest trunk: 19.7 Size of smallest trunk: 19.7 Size of largest runout: 19.7 Size of smallest runout: 19.7 Maximum SP loss occurs in route from runout: Return Closet Total SP loss of route starting from above runout: 0.001 Isolate Return From Supply Option: Yes Return SP Loss Added to 1 st Trunk of Supply: 0.000 Available static pressure at above runout: 0.000 Fan static pressure: 0.001 Fan velocity pressure: 0.016 Fan total pressure: 0.017 C:\ ...\Shell Street 1st Floor.dsw Thursday, April 23, 2015, 6:59 PM Ductsize-HVAC Duct Sizing Elite Software Development,Inc.' Florida EnergyCalcs.corn 65 Shell Street-1st Floor Jacksonville, FL 32205_ _ _ Page 12 System 1 "1 st Floor" - Pressure Changes Graph Pressure Changes Through Route with Highest Static Pressure Loss 0.4 0.3-- D E F 0.2 3 G H c m N d a 0.1 A 0.0 -0.1 --+ — Static Pressure Available Total Pressure Available Note: Return side point values are at entrance of duct, while supply side points are at exit. When a return system is present, an additional return side point named [Fan Entrance] is drawn in the graph to show the static pressure available at the entrance of the fan. When a supply system is present, and an additional supply side point named [Fan Exit] is drawn to show the static pressure available at the exit of the fan. Point Name Static Pressure Available Total Pressure Availabl A Return Closet 0.000 -0.016 B RETURN 0.000 -0.016 C [Fan Entrance] -0.001 -0.017 D [Fan Exit] 0.279 0.309 E Discharge Plenum 0.254 0.284 F T-101 0.203 0.240 G T-111 0.178 0.198 H T-121 0.171 0.193 R107 0.001 0.014 C:\ ...\Shell Street 1st Floor.dsw Thursday, April 23, 2015, 6:59 PM Ductsize-HVAC Duct Sizing Elite Software Development,Inc. Florida EnergVCalcs.corn 65 Shell Street-1st Floor Jacksonville.FL 32205 _ Page 1 System 1 "I st Floor" - Runout Sound Data - Supply Runout 63 125 250 500 1000 2000 4000 8000 NC Name R101 Required Attenuation 14 17 20 17 15 14 13 11 50 Actual Attenuation 38 51 62 72 133 173 112 104 30 Additional Attenuation 0 0 0 0 0 0 0 0 R102 Required Attenuation 14 17 20 17 15 14 13 11 50 Actual Attenuation 33 47 61 72 137 181 120 113 30 Additional Attenuation 0 0 0 0 0 0 0 0 R103 Required Attenuation 14 17 20 17 15 14 13 11 50 Actual Attenuation 39 54 67 77 145 190 124 116 30 Additional Attenuation 0 0 0 0 0 0 0 0 I R104 Required Attenuation 14 17 20 17 15 14 13 11 50 Actual Attenuation 41 52 62 72 127 165 111 107 30 Additional Attenuation 0 0 0 0 0 0 0 0 R105 Required Attenuation 14 17 20 17 15 14 13 11 50 Actual Attenuation 40 47 53 64 107 139 96 95 30 Additional Attenuation 0 0 0 0 0 0 0 0 R106 Required Attenuation 14 17 20 17 15 14 13 11 50 Actual Attenuation 37 48 60 70 125 163 111 107 30 Additional Attenuation 0 0 0 0 0 0 0 0 R107 Required Attenuation 14 17 20 17 15 14 13 11 50 Actual Attenuation 40 56 70 80 153 199 129 120 30 Additional Attenuation 0 0 0 0 0 0 0 0 R108 Required Attenuation 14 17 20 17 15 14 13 11 50 Actual Attenuation 30 40 49 60 108 143 98 96 30 Additional Attenuation 0 0 0 0 0 0 0 0 R109 Required Attenuation 14 17 20 17 15 14 13 11 50 Actual Attenuation 31 41 51 61 114 146 94 91 30 Additional Attenuation 0 0 0 0 0 0 0 0 R110 Required Attenuation 14 17 20 17 15 14 13 11 50 Actual Attenuation 31 39 48 58 106 137 88 87 30 Additional Attenuation 0 0 0 0 0 0 0 0 R111 Required Attenuation 14 17 20 17 15 14 13 11 50 Actual Attenuation 33 48 62 72 140 180 113 107 30 Additional Attenuation 0 0 0 0 0 0 0 0 R112 Required Attenuation 14 17 20 17 15 14 13 11 50 Actual Attenuation 34 50 65 75 147 190 119 111 30 Additional Attenuation 0 0 0 0 0 0 0 0 R113 Required Attenuation 14 17 20 17 15 14 13 11 50 Actual Attenuation 34 51 67 78 154 198 128 121 30 Additional Attenuation 0 0 0 0 0 0 0 0 R114 Required Attenuation 14 17 20 17 15 14 13 11 50 Actual Attenuation 38 48 57 67 121 155 97 93 30 Additional Attenuation 0 0 0 0 0 0 0 0 C:\ ...\Shell Street 1st Floor.dsw Thursday, April 23, 2015, 6:59 PM Ductsize-HVAC Duct Sizing Elite Software Development, Inc. FloridaEnergyCalcs.com 65 Shell Street-1 st Floor Jacksonville.FL 32205 _ Page 14 System 1 "1st Floor" - Runout Sound Data - Return Runout 63 125 250 500 1000 2000 4000 8000 NC Name_ Return Closet Required Attenuation -90 -83 -78 -73 -70 -68 -67 -66 50 Actual Attenuation 18 16 13 14 17 14 13 14 30 Additional Attenuation 0 0 0 0 0 0 0 0 C:\...\Shell Street 1st Floor.dsw Thursday, April 23, 2015, 6:59 PM Ductsize-HVAC Duct Sizing Elite Software Development, Inc. FloridaEnergVCalcs.comZ)l 65 Shell Street-1 st Floor Jacksonville,FL 32205 -_ -_ _--____-__--- _—_ Page 15 Duct Connection Tree Diagram - System 1 --1st Floor V System 1 - 1 st Floor bSupply �Discharge Plenum, PS ®T-101, EF ®T-111, EF R105, EF *R108, EF 5ihT-121, EF R103, EF '*R104, EF *R106, EF '*R107, EF NiT-131, EF '*R101, EF '*R102, EF (�IiT-141, EF R109, EF R110, EF ®T-151, EF '*R111, EF ,R112, EF R113, EF '*R114, EF Return j ®RETURN, CV Return Closet, CV I C:\ ...\Shell Street 1st Floor.dsw Thursday, April 23, 2015, 6:59 PM 16 1 14 13 a T3 12 11 10 O l T LI ING 0 _O Ig DEN :* II — lU t2 :0 � Arai v0s 10�' AFF I x-. 9 -iTl I II unnunnnnlnnnnnnnu i 60 crwnc1:l I DINING 19 6 I r.y rAtlll I.TF alt t 1 i.- -� f63 KITCHEN 2e111 ITFF ° S AIR L �10 'rFv. _JPPEA tA85 I �, . P TRPI; -.aB� LM �� D9 p.�c 2 j' - _-'• aATH 1- 7 21 07 5 !CLOSET HI �04 6 DRKR E*WST MKY PASS cowRcrt oa 1 BEDROOM' ] 4 NROUGH CLW AS STW c'2 TH1pcEHEO SHTIf M� — I)l1ct Sum �— R 102 conrclrnuh to tag mthm Elite Gut Sizer GARAGE F Y R calculnuons II 23C�D j o2 :r.' 3 Fsu>% WUXV E &26 _, 2 u I I 24 I I II --- I U I f i SHUTTERED _ 1 l I PORCH I 4=1:_—e 10 2' 14 I WIF--KI WALES ARE COMP0,ED OF C mll n F- W000 STUDS•16"CEWERS C fl C= kt HATCHED WALLS ARE 2116 ut"TCHED WAUS ARE 20 C LL— — I•I•> Ti Balk iAAts;k U^: C{j — HAPAE S41ETS'OVER C '— PLYWOOD OVER PT FRAAANG 65 Shell Street - 2nd Floor HVAC Duct Sizing for Phillips Builders ��cef�s sst pmpp7 terr a."fiomYs Tidwell f�torj�aEnffay� m r a, p it V ..� OR I n NAt !1 7777l.lrli6i4{1'7wp�` Ductsize-HVAC Duct Sizing - Elite Software Development,Inc. Florida EnergyCalcs.com 65 Shell Street-2nd Floor: Jacksonville,FL 32205 _ ---- -- —9 : General Project Data Input General Projwt_Information Project file name: C:\Users\ttidw_000\AppData\Local\Elite Software\Ductsize 6\Shell Street 2nd Floor.dsw Project title: 65 Shell Street-2nd Floor Designed by: Thomas J. Tidwell, PE Project date: Thursday, April 23, 2015 Project comment: Second Floor Client name: Phillips Builders Company name: FloridaEnergyCalcs.com Company representative: Thomas Tidwell I I i C:\ ...\Shell Street 2nd Floor.dsw Thursday, April 23, 2015, 6:53 PM Ductsize-HVAC Duct SizingElite Software Development,Inc. FloridaEnergVCalcs.com 65 Shell Street-2nd Floor Jacksonville,FL 32205 -_ _ -_ IYA _ Page 3 System 1 "2nd Floor" - Trunk Output Data - Supply Fit Sect1 Sect2 Cumul Press ------ ------ ------ ------ ------ Trunk Dia SM L/100 Shape Ups.Sh Equip Dynam Vel.P Veloc Upstr Hei TOA Reg Fit.1 Qty Coef Loss Add.L Fric Stat Stat Vel Wid Gau Fit.2 Qty Coef Loss F.Tot Total Total Total CFM Len Ref Mat Ups.Junc Coef Loss Dynam T-201 16.0 EF 0.065 Rnd N/A 0.300 0.303 0.000 0.033 FAN 14.6 0 0.000 'SD1-2 1 0.090 0.003 0.000 0.003 0.306 0.396 716 14.6 0 ---- 0.303 0.306 0.306 0.429 1,000 5.5 Flex Duct 0.303 English T-211 14.0 EF 0.045 Rnd Rnd 0.000 0.032 0.014 0.019 T-201 12.8 90 -0.018 ---- 0.000 0.005 0.330 0.373 543 12.8 0 ---- 0.032 0.037 0.344 0.392 580 12.0 Flex Duct PLENUM-BR 1.696 0.032 0.032 English T-221 12.0 EF 0.035 Rnd Rnd 0.000 0.002 0.020 0.013 T-211 11.0 0 0.004 ---- 0.000 0.004 0.330 0.373 446 11.0 0 ---- 0.002 0.006 0.350 0.385 350 11.0 Flex Duct PLENUM-MN 0.168 0.002 0.002 English T-231 12.0 EF 0.050 Rnd Rnd 0.000 0.036 0.015 0.018 T-201 11.0 90 -0.021 ---- 0.000 0.005 0.333 0.369 535 11.0 0 ---- 0.036 0.041 0.348 0.388 420 10.0 Flex Duct PLENUM-BR 1.961 0.036 0.036 English T-241 10.0 EF 0.055 Rnd Rnd 0.000 0.002 0.017 0.016 T-231 9.1 0 0.000 ---- 0.000 0.003 0.336 0.366 495 9.2 0 ---- 0.002 0.006 0.353 0.382 270 6.0 Flex Duct PLENUM-MN 0.140 0.002 0.002 English T-232 8.0 EF 0.025 Rnd Rnd 0.000 0.026 0.028 0.005 T-231 7.3 0 -0.013 ---- 0.000 0.001 0.347 0.355 286 7.3 0 ---- 0.026 0.027 0.375 0.361 100 5.1 Flex Duct PLENUM-MN 4.870 0.026 0.026 English * Loss coefficient for indicated fitting is from the boundary of the table since one or more of the parameters used to look up the coefficient was outside the range of the table. rExplanation of Values in Rightmost Five Columns Above Column Description "Fit": "Loss" = Static pressure loss through the indicated fitting. "Sect1": "Equip"= User-entered loss through central equipment (supply main trunk only). "Add.L" = User entered additional static pressure loss. "F.Tot" = Total of all the fitting static pressure losses. For supply main trunk, also includes loss through central equipment and any loss carried from return system. "Dynam" = Total of all the dynamic losses, which includes everything but the frictional loss. "Sect2": "Dynam" = Total of the dynamic losses, carried from bottom of previous column. "Fric" = Static pressure loss due to the inside surface roughness (friction). "Total" = Total of the dynamic and friction losses. C:\ ...\Shell Street 2nd Floor.dsw Thursday, April 23, 2015, 6:53 PM Ductsize-HVAC Duct Sizing Elite Software Development, Inc. Florida EnergvCalcs.com 65 Shell Street-2nd Floor Jacksonville,_FL_32205 - ---_- - Page 4 System 1 72nd Floor" - Trunk Output Data - Supply (cont'd) Column Description "Cumul": "VeLP" = Cumulative loss in velocity pressure. For return, velocity pressure of downstream runout with highest static pressure minus that of this trunk. For supply, main trunk velocity pressure minus that of this trunk. "Stat" = Cumulative loss of static pressure. For return, sum of the loss of all ducts in route starting with downstream runout with highest static pressure through this trunk. For supply, sum of all upstream trunk losses plus this trunk's loss. "Total" = Cumulative velocity pressure loss plus cumulative static pressure loss. "Press": "Veloc" = Velocity pressure. "Stat" = Static pressure available. For return, at entrance of duct. For supply, at exit. "Total" = Velocity pressure plus static pressure available. I C:\ ...\Shell Street 2nd Floor.dsw Thursday, April 23, 2015, 6:53 PM ' — Elite Software Development,Inc. Ductsize-HVAC Duct Sizing Florid aEnergyCalcs.com 65 Shell Street-2nd Floor jcksonville FL 32205 ___ _—__ __. _..Page 5 [System 1 "2nd Floor" - Trunk Output Data - Return Fit Sect1 Sect2 Cumul Press ------ ------ ------ ------ ------ Trunk Dia SM L/100 Shape Ups.Sh Equip Dynam Vel.P Veloc Dnstr Hei TOA Reg Fit.1 Qty Coef Loss Add.L Fric Stat Stat Vel Wid Gau Fit.2 Qty Coef Loss F.Tot Total Total Total CFM Len _Ref_ Mat Ups.Junc Coef Loss Dynam RETURN 19.7 CV 0.020 Rnd N/A 0.000 0.000 0.000 -0.016 FAN 18.0 0 0.000 ---- 0.000 0.000 0.000 0.000 472 18.0 0 ---- 0.000 0.000 0.000 -0.016 1,000 2.0 Duct Board 0.000 English Explanation of Values in Rightmost Five Columns Above Column Description "Fit": "Loss" = Static pressure loss through the indicated fitting. "Sect1": "Equip" = User-entered loss through central equipment(supply main trunk only). "Add.L" = User entered additional static pressure loss. "F.Tot" = Total of all the fitting static pressure losses. For supply main trunk, also includes loss through central equipment and any loss carried from return system. "Dynam" = Total of all the dynamic losses, which includes everything but the frictional loss. "Sect2": "Dynam" = Total of the dynamic losses, carried from bottom of previous column. "Fric" = Static pressure loss due to the inside surface roughness (friction). "Total" = Total of the dynamic and friction losses. "Cumul": "Vel.P" = Cumulative loss in velocity pressure. For return, velocity pressure of downstream runout with highest static pressure minus that of this trunk. For supply, main trunk velocity pressure minus that of this trunk. "Stat" = Cumulative loss of static pressure. For return, sum of the loss of all ducts in route starting with downstream runout with highest static pressure through this trunk. For supply, sum of all upstream trunk losses plus this trunk's loss. "Total" = Cumulative velocity pressure loss plus cumulative static pressure loss. "Press": "Veloc" = Velocity pressure. "Stat" = Static pressure available. For return, at entrance of duct. For supply, at exit. "Total" = Velocity pressure plus static pressure available. i i, C:\ ...\Shell Street 2nd Floor.dsw Thursday, April 23, 2015, 6:53 PM Ductsize-HVAC Duct Sizing Elite Software Development,Inc. Florida EnergVCalcs.com % 65 Shell Street-2nd Floor Jacksonville, FL 32205 Page 6 System 1 Tnd Floor" - Runout Output Data - Supply Fit Sect1 Sect2 Cumul Press Runout Dia SM L/100 Shape Ups.Sh ------ ------ ------ ------ ------ Conn Hei TOA Reg Fitt Qty Coef Loss Diff. Dynam Vel.P Veloc Vel Wid Gau Fit2 Qty Coef Loss Add.L Fric Stat Stat CFM Len Ref Mat Fit3 Qty Coef Loss F.Tot Total Total Total Orif R.NC Act.NC Ups.Junc Qty _Coe_f Loss Dynam R201 7.0 EF 0.115 Rnd Rnd 0.100 0.120 0.013 0.020 T-221 6.4 0 -0.127 CD3-1 2 0.120 0.002 0.000 0.014 0.471 0.231 561 6.4 0 ---- 0.020 0.134 0.484 0.252 150 12.4 Flex Duct ---- 0.120 English 7.00 50 30 PLENUM-MN 1 0.736 0.015 R202 5.0 EF 0.080 Rnd Rnd 0.100 0.136 0.024 0.009 T-221 4.5 90 -0.132 CD3-1 1 0.160 0.001 0.000 0.009 0.470 0.232 367 4.6 0 ---- 0.036 0.144 0.494 0.241 50 11.0 Flex Duct ---- 0.136 English 5.00 50 30 PLENUM-BR 1 3.998 0.034 R203 4.0 EF 0.095 Rnd Rnd 0.100 0.125 0.025 0.008 T-221 3.7 90 -0.120 CD3-1 1 0.210 0.002 0.000 0.003 0.452 0.250 344 3.7 0 ---- 0.025 0.128 0.477 0.258 30 3.0 Flex Duct ---- 0.125 English 4.00 50 30 *PLENUM-BR 1 3.059 0.023 R204 7.0 EF 0.075 Rnd Rnd 0.100 0.122 0.020 0.013 T-221 6.4 90 -0.122 CD3-1 1 0.120 0.002 0.000 0.002 0.453 0.249 449 6.4 0 ---- 0.022 0.123 0.473 0.262 120 2.4 Flex Duct ---- 0.122 English 7.00 50 30 PLENUM-BR 1 1.556 0.020 R205 5.0 EF 0.080 Rnd Rnd 0.100 0.377 0.024 0.009 T-211 4.5 0 -0.367 CD3-1 1 0.160 0.001 0.000 0.006 0.702 0.000 367 4.6 0 ---- 0.277 0.383 0.727 0.009 50 7.6 Flex Duct ---- 0.377 English 5.00 50 30 `PLENUM- 1 32.000 0.276 MN R206 4.0 EF 0.095 Rnd Rnd 0.100 0.119 0.025 0.008 T-211 3.7 90 -0.107 CD3-1 2 0.210 0.002 0.000 0.003 0.440 0.262 344 3.7 0 ---- 0.019 0.121 0.465 0.270 30 2.9 Flex Duct ---- 0.119 English 4.00 50 30 *PLENUM-BR 1 2.060 0.016 R207 7.0 EF 0.115 Rnd Rnd 0.100 0.133 0.013 0.020 T-211 6.4 90 -0.135 ---- 0.000 0.007 0.471 0.231 561 6.4 0 ---- 0.033 0.140 0.484 0.252 150 5.8 Flex Duct ---- 0.133 English 7.00 50 30 PLENUM-BR 1 1.648 0.033 R208 5.0 EF 0.110 Rnd Rnd 0.100 0.104 0.020 0.012 T-232 4.5 0 -0.111 CD3-1 1 0.160 0.002 0.000 0.002 0.460 0.243 440 4.6 0 ---- 0.004 0.106 0.480 0.255 C:\ ...\Shell Street 2nd Floor.dsw Thursday, April 23, 2015, 6:53 PM Ductsize-HVAC Duct Sizing Elite Software Development,Inc. Florida EnergyCalcs.com 65 Shell Street-2nd Floor Jacksonville FL 32205 _ __ Page 7 -System 1 Tnd Floor" - Runout Output Data - Supply (cont'd) Fit Sect1 Sect2 Cumul Press Runout Dia SM L/100 Shape Ups.Sh ------ ------ ------ ------ ------ Conn Hei TOA Reg Fitt Qty Coef Loss Diff. Dynam Vel.P Veloc Vel Wid Gau Fit2 Qty Coef Loss Add.L Fric Stat Stat CFM Len Ref Mat Fit3 Qty Coef Loss F.Tot Total Total Total Orif R.NC Act.NC Ups.Junc Qty Coef Loss Dynam 60 1.5 Flex Duct ---- 0.104 English 5.00 50 30 PLENUM-MN 1 0.170 0.002 R209 4.0 EF 0.065 Rnd Rnd 0.100 0.115 0.028 0.005 T-232 3.7 90 -0.115 CD3-1 1 0.210 0.001 0.000 0.006 0.469 0.234 286 3.7 0 ---- 0.015 0.122 0.496 0.239 25 9.7 Flex Duct ---- 0.115 English 4.00 50 30 PLENUM-BR 1 2.679 0.014 R210 4.0 EF 0.025 Rnd Rnd 0.100 0.116 0.031 0.002 T-232 3.7 90 -0.112 CD3-1 1 0.210 0.000 0.000 0.002 0.461 0.241 172 3.7 0 CD3-14 2 0.263 0.000 0.016 0.118 0.492 0.243 15 7.0 Flex Duct ---- 0.116 English 4.00 50 30 PLENUM-BR 1 7.598 0.014 R211 4.0 EF 0.165 Rnd Rnd 0.100 0.151 0.019 0.013 T-241 3.7 90 -0.148 CD3-1 1 0.210 0.003 0.000 0.006 0.490 0.212 458 3.7 0 ---- 0.051 0.157 0.510 0.225 40 3.7 Flex Duct ---- 0.151 English 4.00 50 30 PLENUM-BR 1 3.552 0.048 R212 7.0 EF 0.070 Rnd Rnd 0.100 0.120 0.021 0.012 T-241 6.4 90 -0.116 CD3-1 1 0.120 0.001 0.000 0.004 0.456 0.247 430 6.4 0 ---- 0.020 0.123 0.477 0.259 115 5.3 Flex Duct ---- 0.120 English 7.00 50 30 PLENUM-BR 1 1.547 0.018 R213 7.0 EF 0.070 Rnd Rnd 0.100 0.110 0.021 0.012 T-241 6.4 0 -0.106 CD3-1 1 0.120 0.001 0.000 0.009 0.452 0.251 430 6.4 0 ---- 0.010 0.119 0.473 0.263 115 13.2 Flex Duct ---- 0.110 English 7.00 50 30 PLENUM-MN 1 0.748 0.009 R214 5.0 EF 0.080 Rnd Rnd 0.100 0.143 0.024 0.009 T-231 4.5 90 -0.133 CD3-1 1 0.160 0.001 0.000 0.006 0.473 0.230 367 4.6 0 ---- 0.043 0.149 0.497 0.238 50 8.0 Flex Duct ---- 0.143 English 5.00 50 30 PLENUM-BR 1 4.831 0.042 Loss coefficient for indicated fitting is from the boundary of the table since one or more of the parameters used to look up the coefficient was outside the range of the table. Explanation of Values in Rightmost Five Columns Above Column Description "Fit": "Loss" = Static pressure loss through the indicated fitting. C:\ ...\Shell Street 2nd Floor.dsw Thursday, April 23, 2015, 6:53 PM ----- - -- Ductsize-HVAC Duct Sizing Elite Software Development,Inc. 65 Shell Street-2nd Floor FloridaEnergvCalcs.com Jacksonville.FL 32205- _ Pace 8. System 1 "2nd Floor"- Runout Output Data Sypp-ly (cont'd) Column - Description - - -- - -- "Sect1": "Dif'= User-entered static pressure loss due to the diffuser. "Add.L" = User entered additional static pressure loss. "F.Tot" = Total of all the fitting static pressure losses. "Dynam" = Total of all the dynamic losses, which includes everything but the frictional loss. "Sect2": "Dynam" = Total of the dynamic losses, carried from bottom of previous column. "Fric" = Static pressure loss due to the inside surface roughness (friction). "Total" = Total of the dynamic and friction losses. "Cumul": "VeLP" = Cumulative loss in velocity pressure. For return, zero for each runout. For supply, velocity pressure of main trunk minus that of this duct. "Stat" = Cumulative loss of static pressure. For return, this runout's loss. For supply, sum of all upstream trunk losses plus this runout's loss. "Total" = Cumulative velocity pressure loss plus cumulative static pressure loss. "Press": "Veloc" =Velocity pressure. "Stat" = Static pressure available. For return, at entrance of duct. For supply, at exit. "Total" = Velocity pressure plus static pressure available. C:\ ...\Shell Street 2nd Floor.dsw Thursday, April 23, 2015, 6:53 PM e ' FDuctsize-HVAC Duct Sizing Elite Software Development, Inc. Florida EnergvCalcs.corn 65 Shell Street-2nd Floor Jacksonville. FL 32205 Page 9 System 1 "2nd Floor" - Runout Output Data - Return Fit Sect1 Sect2 Cumul Press Runout Dia SM L/100 Shape Ups.Sh ------ ------ ------ ------ ------ Conn Hei TOA Reg Fitt Qty Coef Loss Diff. Dynam Vel.P Veloc Vel Wid Gau Fit2 Qty Coef Loss Add.L Fric Stat Stat CFM Len Ref Mat Fit3 Qty Coef Loss F.Tot Total Total Total Orif R.NC Act.NC Ups.Junc Qty Coef Loss Dynam _. Return 19.7 CV 0.020 Rnd Rnd 0.000 0.000 0.000 -0.016 Closet RETURN 18.0 0 0.000 ---- 0.000 0.000 0.001 0.000 472 18.0 0 ---- 0.000 0.000 0.001 -0.016 1,000 1.0 Duct Board ---- 0.000 English 19.70 50 30 1 Explanation of Values in Rightmost Five Columns Above Column Description "Fit": "Loss" = Static pressure loss through the indicated fitting. j "Sect1": "Dif" = User-entered static pressure loss due to the diffuser. "Add.L" = User entered additional static pressure loss. "F.Tot" = Total of all the fitting static pressure losses. "Dynam" = Total of all the dynamic losses, which includes everything but the frictional loss. "Sect2": "Dynam" = Total of the dynamic losses, carried from bottom of previous column. "Fric" = Static pressure loss due to the inside surface roughness (friction). "Total" = Total of the dynamic and friction losses. "Cumul": "Vel.P" = Cumulative loss in velocity pressure. For return, zero for each runout. For supply, velocity pressure of main trunk minus that of this duct. "Stat" = Cumulative loss of static pressure. For return, this runout's loss. For supply, sum of all upstream trunk losses plus this runout's loss. "Total" = Cumulative velocity pressure loss plus cumulative static pressure loss. "Press": "Veloc" =Velocity pressure. "Stat" = Static pressure available. For return, at entrance of duct. For supply, at exit. "Total" = Velocity pressure plus static pressure available. i C:\ ...\Shell Street 2nd Floor.dsw Thursday, April 23, 2015, 6:53 PM Ductsize-HVAC Duct Sizing Elite Software Development,Inc. 65 Shell Street-2nd Floor FloridaEnergyCalcs.com Jacksonville.FL 32205__ _ Page 10 — ---- System 1 Tnd Floor"- Output Summary - Sy pp1Y Number of active trunks: 6 Number of active runouts: 14 Total system weight (lb.) minus fittings: 0.00 Total outlet flow 1,000 Total outlet flow after heat gain 1,000 Size of largest trunk: 16.0 Size of smallest trunk: 8.0 Size of largest runout: 7.0 Size of smallest runout: 4.0 Maximum static pressure loss occurs in route to runout: R205 Cumulative static pressure loss at above runout: 0.702 I Isolate Return From Supply Option: Yes Return SP Loss Added to 1st Trunk of Supply: 0.000 Available static pressure at above runout: 0.000 Fan static pressure: 0.702 Fan velocity pressure: 0.033 Fan total pressure: 0.735 I I C:\ ...\Shell Street 2nd Floor.dsw Thursday, April 23, 2015, 6:53 PM Ductsize-HVAC Duct Sizing Elite Software Development,Inc. FloridaEnergyCalcs.com 65 Shell Street-2nd Floor Jacksonville FL 32205_ __ P_ age 11 System1 "2nd Floor" - Output Summary - Retum Number of active trunks: 1 Number of active runouts: 1 Total system weight(lb.) minus fittings: 0.00 Total outlet flow 1,000 Total outlet flow after heat gain 1,000 Size of largest trunk: 19.7 Size of smallest trunk: 19.7 Size of largest runout: 19.7 Size of smallest runout: 19.7 Maximum SP loss occurs in route from runout: Return Closet Total SP loss of route starting from above runout: 0.001 Isolate Return From Supply Option: Yes Return SP Loss Added to 1 st Trunk of Supply: 0.000 Available static pressure at above runout: 0.000 Fan static pressure: 0.001 Fan velocity pressure: 0.016 Fan total pressure: 0.017 i it I I C:\ ...\Shell Street 2nd Floor.dsw Thursday, April 23, 2015, 6:53 PM --- 65 Shell Street-2 Ductsize-HVAC Duct Sizing Elite Software Development,Inc. FloridaEnergvCalcs.com Floor Jacksonville. PaeF 332205 -_ - — - -- 9 12 System 1 "2nd Floor" - Pressure Changes Graph Pressure Changes Through Route with Highest Static Pressure Loss 0.5 I D E 0,4-- 0.3-- 0.2-- (L .40.30.2a 0.1 I A _ 0.0 ------- B ----- -0.1 —�— Static Pressure Available Total Pressure Available Note: Return side point values are at entrance of duct, while supply side points are at exit. When a return system is present, an additional return side point named [Fan Entrance] is drawn in the graph to show the static pressure available at n an additional supply side point named [Fan Exit] is drawn the entrance of the fan. When a supply system is present, and pP Y to show the static pressure available at the exit of the fan. Point -_Name Static Pressure Available Total Pressure Available A Return Closet 0.000 -0.016 B RETURN 0.000 -0.016 C [Fan Entrance] -0.001 -0.017 D [Fan Exit] 0.402 0.435 E T-201 0.396 0.429 F T-211 0.373 0.392 G R205 0.000 0.009 C:\ ...\Shell Street 2nd Floor.dsw Thursday, April 23, 2015, 6:53 PM -- - Elite Software Development,Inc. Ductsize-HVAC Duct Sizing 65 Shell Street-2nd Floor FloridaEnergyCalcs.com Papl_3, Jacksonville FL 32205 _ —-- - System 1 Tnd Floor" - Runout Sound Data - Supply Runout 63 125 250 500 1000 2000 4000 8000 NC Name - -_ R201 Required Attenuation 15 18 --- 21 18 16 15 14 12 50 Actual Attenuation 36 59 76 82 164 198 136 123 30 Additional Attenuation 0 0 0 0 0 0 0 0 R202 Required Attenuation 15 18 21 18 16 15 14 12 50 Actual Attenuation 42 63 79 85 163 194 135 123 30 Additional Attenuation 0 0 0 0 0 0 0 0 R203 Required Attenuation 15 18 21 18 16 15 14 12 50 Actual Attenuation 43 59 69 75 136 158 113 105 30 Additional Attenuation 0 0 0 0 0 0 0 0 R204 Required Attenuation 15 18 21 18 16 15 14 12 50 Actual Attenuation 33 49 61 67 127 150 108 101 30 Additional Attenuation 0 0 0 0 0 0 0 0 R205 Required Attenuation 15 18 21 18 16 15 14 12 50 Actual Attenuation 37 48 56 61 107 121 89 83 30 Additional Attenuation 0 0 0 0 0 0 0 0 R206 Required Attenuation 15 18 21 18 16 15 14 12 50 Actual Attenuation 40 48 52 59 96 107 86 87 30 Additional Attenuation 0 0 0 0 0 0 0 0 R207 Required Attenuation 15 18 21 18 16 15 14 12 50 Actual Attenuation 31 42 49 53 96 109 81 76 30 Additional Attenuation 0 0 0 0 0 0 0 0 R208 Required Attenuation 15 18 21 18 16 15 14 12 50 Actual Attenuation 38 49 58 60 108 131 96 87 30 Additional Attenuation 0 0 0 0 0 0 0 0 R209 Required Attenuation 15 18 21 18 16 15 14 12 50 Actual Attenuation 44 61 73 76 143 176 125 113 30 Additional Attenuation 0 0 0 0 0 0 0 0 R210 Required Attenuation 15 18 21 18 16 15 14 12 50 Actual Attenuation 46 61 72 77 140 172 129 122 30 Additional Attenuation 0 0 0 0 0 0 0 0 R211 Required Attenuation 15 18 21 18 16 15 14 12 50 Actual Attenuation 39 52 62 65 120 147 107 98 30 Additional Attenuation 0 0 0 0 0 0 0 0 R212 Required Attenuation 15 18 21 18 16 15 14 12 50 Actual Attenuation 33 49 61 64 124 154 112 103 30 Additional Attenuation 0 0 0 0 0 0 0 0 R213 Required Attenuation 15 18 21 18 16 15 14 12 50 Actual Attenuation 35 57 72 74 150 188 129 112 30 Additional Attenuation 0 0 0 0 0 0 0 0 R214 Required Attenuation 15 18 21 18 16 15 14 12 50 Actual Attenuation 38 50 61 64 116 141 106 98 30 Additional Attenuation 0 0 0 0 0 0 0 0 C:\ ...\Shell Street 2nd Floor.dsw Thursday, April 23, 2015, 6:53 PM -- - --- - Ductsize-HVAC Duct Sizing Elite Software Development,Inc. 65 Shell Street-2nd Floor FloridaEnergyCalcs.corn Jacksonville FL 32205- Page 14 ' System 1 72nd Floor" - Runout Sound Data - Return Runout 63 125 250 500 1000 2000 4000 Name_ - Return Required Attenuation -90 -83 -78 -73 -70 -68 -67 -66 50 Closet Actual Attenuation 18 16 13 14 17 14 13 14 30 Additional Attenuation 0 0 0 0 0 0 0 0 C:\ ...\Shell Street 2nd Floor.dsw Thursday, April 23, 2015, 6:53 PM ' — -- Elite Software Development,Inc. Ductsize-HVAC Duct Sizing 65 Shell Street-2nd Floor FloridaEnergyCalcs.com Page 15' JacksonvilleFL 32205 ---- - - - Duct Connection Tree Diagram - System 1 - 2nd Floor- - - System 1 -2nd Floor Supply �1 T-201, EF T-211, EF R205, EF R206, EF R207, EF lF4 T-221, EF R201, EF R202, EF R203, EF R204, EF %AT-231, EF R214, EF I "ji T-241, EF R211, EF R212, EF R213, EF ®T-232, EF R208, EF S R209, EF SR210, EF Retu rn %RETURN, CV S Return Closet, CV C:\ ...\Shell Street 2nd Floor.dsw Thursday, April 23, 2015, 6:53 PM 9 38 37 36 I 40 35 MASTER h' 41 BEDROOM 34 1I WANCI i�Gs�f 38 43 42 i LyN �� -- --------- n !NE _ 9 •r� i 44 O om = j 35 1 37 `�>'" MASTER I 45 M145TE _ WO,, CW CLOSET I 33 BATH e 33 +2 --�-- - 46 36 �• — S.. HVAC S AIR 32 47 � � � •T - 1 _— !5:4CN' g,A. r, c t rCr 'T 31 ff w-1i•,8•Afl �; v CLOSET P'4*W6 3i1 -- 65 4 ATH 3 ' La _ 29 w.E�trZA, 30 `- � STUDY 64 49 ' .mc saint 63 a � y w�EWTHn p BEDROQM 3 24' 7 BATH — 62 I �30 CSM 26 1 _ 40 r, 'SNUKF _ 1 --- 61 39 x•*f 25 LNCr• 51 53 _ 60 Ew E ' 54 r 45 BEDROO 2 WIIkiED CFWNG I 5 56 58 NOTE:ALL Wks ARE ComposEO OF Now sm 0 16•CENIEIIS. HA WED WALLS ARE 2X6 STUDS. IR I icw i 57 IR:HAiClED WAILS ARE 2X4 SMO i L CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS .+ J 1200 Sandpiper Lane S) Atlantic Beach,FL 32233-4318 CONTRACTOR: DATE: 4-3-2015 Phillips Builders LLC PERMIT# 15-SFR-728 1250 Selva Marina Circle ADDRESS: 65 Shell St. Atlantic Beach, FL 32233 PERMIT APPLICATION FOR A NEW FAMILY RESIDENCE Your permit application has been denied by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions, please contact Doug Layton, Public Works Director at 904-247- 5834 or email dlayton@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) **Provide construction site management plan, including location of dumpster and portable toilet. Right- of-Way Permit is required if using right-of-way for construction parking. owing site topography (flow arrows, etc.). **�xoie.et�s+or��nd-seekment control plans with installation details. *!R;ouida impervious surface calculations for entire lot (existing and post construction). **Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). (See attached information sheet.) **A Revocable Encroachment Permit must be obtained. **Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land Surveyor, showing 1' contours. **#block should be calculated at 50% impervious. **HVA&pad&shGw4d-be included in impervious calculation. **It does not appear rear porch &front entrance steps were included in impervious calculations. **Please recheck house impervious calculations. **What is lot elevation? s CITY OF ATLANTIC BEACH } DEPARTMENT OF PUBLIC WORKS w f 1200 Sandpiper Lane S) Atlantic Beach,FL 32233-4318 ,J `r PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) **Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works (247-5834)for Erosion and Sediment Control Inspection prior to start of construction. **All siltation must remain on-site during construction. /**If on-site storage is required, a post construction topographic survey documenting proper construction V will be required. **POOL -Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). A separate pool permit is required. * oll off container company must be on City approved list and container cannot be placed on City Right- of-Way. (Approved:Advanced Disposal, Realco, Republic Services, Shappel's and Waste Pro.) **Full,right-of-way restoration, including sod, is required. **Any utility cuts in the road must be repaired using CO, Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. cc: Jennifer Walker, Bldg. Dept. Phillips Builders, LLC 1250 Selva Marina Circle Atlantic Beach, FL 32233 DECEIVED CBC #1257314 (� APR 13 2015 904-349-2999 APR 13 Job Address: Erosion and Settlement Control Plan • Install silt fence around perimeter of construction site Site Management Plan • Weekly inspection of all stakes throughout fencing • Pick up any loose debris daily • Parking will be on site / i T / Y � G -L l� v_d00: C " 0-"4 Phillips Builders, LLC 1250 Selva Marina Circle Atlantic Beach, FL 32233 CBC #1257314 904-349-2999 Job Address: Erosion and Settlement Control Plan • Install silt fence around perimeter of construction site Site Management Plan • Weekly inspection of all stakes throughout fencing • Pick up any loose debris daily • Parking will be on site E—� t.T Insert comments f�r65 shell street p rmit review—DEL 4/3/15 1. Turfblock should be calculated at 50%impervious 2. HVAC pads should be included in impervious calculation 3. It does not appear rear porch &entrance steps were included in impervious calculations 4. Please recheck house impervious calculations. Insert comments for 65 shell street permit review—DEL 4/3/15 1. Turfblock should be calculated at 50%impervious 2. HVAC pads should be included in impervious calculation 3. It does not appear rear porch &front entrance steps were included in impervious calculations 4. Please recheck house impervious calculations. 5. What is lot elevation? BUILDING PERMIT APPLICATION i CITY OF ATLANTIC BEACH MGR 27 - � 800 Seminole Road, Atlantic Beach, FL 3223 . Office (904) 247-5826 Fax (904) 247-5845 Job Addresses Permit Number: Legal Description Parcel # �- Floor Area o q. t. t _Sq.Ft Valuation of Work S -�� •�Q 01 Proposed Work heated/cooled ,t JL. non-heated/cooled Class of Work(circle one)( 5NewAddition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A Florida Product Approval # For multiple products use product appr-oval form Describe in detail the type of work to be performed:��P Property Owner Information: Name:_1 ' qAj C Address: / 2-4r) S4CI✓P► AIA-Q�IVP C� City &Iq r Statee�LZip 3 Z,2, one E-Mail or Fax#(Optional) s't V Contractor Information: CONTRACTOR EMAIL ADDRESS: Company Name: r R<<-1-1 O& L L- C, Quali�m Agent: Address: IZ,,M S: 4 City : k(tS, State i=�, Zip ' Ll- Office Phone - Job Site/Contact Nm C e,r I i Fax# State Certification/Registration Architect Name &Phone# ' Engineer's Name &Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address 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 laws regulating construction in this jurisdiction. This permit becomes nub and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for-a_period of six(6)months at any time after work is commenced. I understand that separate permits nnust be secured for Electrical Work,Plumbing,Signs, Wells, Pools, Furnaces, Boilers,Heaters, Tanks and Air Conditioners,etc. 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 RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type o1 work will be connplied with ia,hether- eci:ed herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any/>n al,state, or p1sr, e elating construction or the performance of construction. i Signature of ti Signature of ContractorPrint Name /1-{al.- ��'f L+��(� Print Name E .. .. s'-......... ............... .. ................ Befe Be yy�� this Day of 20 thi!L Day of- 20 NI AVKAA-IA oi� CA U,_� ory ublic oto Public Revised 01.26.10 23 sl � Zo ✓ s f" TU2 • O /f to cK- e . Phillips Builders, LLC 1250 Selva Marina Circle Atlantic Beach, FL 32233 CBC #1257314 904-349-2999 Job Address: Erosion and Settlement Control Plan • Install silt fence around perimeter of construction site Site Management Plan • Weekly inspection of all stakes throughout fencing • Pick up any loose debris daily • Parking will be on site j u►� of�r= }=tom 6 0 c James Dupree Architect PA 200 First Street Phone 904 247 7072 Suite 206 Fax 904 246 8402 Neptune Beach, FI 32266 Florida License: AA26001139 April 17, 2015 Doug Layton Director of Public Works City of Atlantic Beach Doug, I am submitting with this one copy of two amended sheets of the construction document permit set for the 65 Shell Street project as you suggested. I have adjusted the drainage design and calculations as we discussed. I am also including 11x17 copies of the sheets in case you need them. Please let me know if you need anything else from me to advance the permitting process. Thank you very much for your help, Jim Dupree CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS .+ 7 1200 Sandpiper Lane �, S1 Atlantic Beach,FL 32233-4318 CONTRACTOR: DATE: 4-3-2015 Phillips Builders LLC PERMIT# 15-SFR-728 1250 Selva Marina Circle ADDRESS: 65 Shell St. Atlantic Beach, FL 32233 PERMIT APPLICATION FOR A NEW FAMILY RESIDENCE Your permit application has been denied by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions, please contact Doug Layton, Public Works Director at 904-247- 5834 or email dlayton@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) **Provide construction site management plan, including location of dumpster and portable toilet. Right- of-Way Permit is required if using right-of-way for construction parking. **Provide drainage plans showing site topography (flow arrows, etc.). **Provide erosion and sediment control plans with installation details. **Provide impervious surface calculations for entire lot (existing and post construction). **Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). (See attached information sheet.) **A Revocable Encroachment Permit must be obtained. **Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land Surveyor, showing 1' contours. **Turfblock should be calculated at 50% impervious. **HVAC pads should be included in impervious calculation. **It does not appear rear porch &front entrance steps were included in impervious calculations. **Please recheck house impervious calculations. **What is lot elevation? EACH DEPARTMENT OFPUBI ICBWORKS �^' J 1200 Sandpiper Lane Atlantic Beach,FL 32233-4318 PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) **Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works (247-5834)for Erosion and Sediment Control Inspection prior to start of construction. **All siltation must remain on-site during construction. **If on-site storage is required, a post construction topographic survey documenting proper construction will be required. **POOL-Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). A separate pool permit is required. **Roll off container company must be on City approved list and container cannot be placed on City Right- of-Way. (Approved:Advanced Disposal, Realco, Republic Services, Shappel's and Waste Pro.) **Full right-of-way restoration, including sod, is required. **Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. cc: Jennifer Walker, Bldg. Dept. CITY OF ATLANTIC BEACH !' DEPARTMENT OF PUBLIC WORKS 1200 Sandpiper Lane SAtlantic Beach,FL 32233-4318 CONTRACTOR: DATE: 4-3-2015 Phillips Builders LLC PERMIT# 15-SFR-728 1250 Selva Marina Circle ADDRESS: 65 Shell St. Atlantic Beach, FL 32233 PERMIT APPLICATION FOR A NEW FAMILY RESIDENCE Your permit application hasCatyou ed by the Public Works Department for the reasons listed below. Please submit this informatie ' st convenience in order that we may approve your application. If you have any questions, please contact Doug Layton, Public Works Director at 904-247- 5834 or email dlayton@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) **Provide construction u Ing oca ion o umps toilet. Right- require I using right-of-way for construction par In . -1tPomddedraiE�J'A owing site topography(flow arrows, etc.). I/ *Z=R eyjde-erosion arnl-sedrment control plans with installation details. *:�e_imQervious surface calculations for entire lot (existing and post construction). **sectio -66(b) o -the Land Develo Ole t RegulaLons equires -site ora r incre d run-off if urfac Providedolume� and o -site retention wired pe ction 24-6 (See attac d information sheet.) f 1'j **A Revocable Encroachment Permit must be obtained. aridea -constr on rap is sury 'censed Professional Land v shcwi contour * lock.sh a calculated at 50% impervious. * ads sh,a includ�inpervious calculation. / * Ito not r re orch entrance steps were included in impervious calculations. ./ ** se r the ouse im erviou culations. **Wha ' of elev 'on. .� `� CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS r �) 1200 Sandpiper Lane { Atlantic Beach,FL 32233-4318 PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) a*Full erosion control measures must be installed and approved prior to beginning any earth disturbing ctivities. Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. l/**All siltation must remain on-site during construction. **If on-site storage is required, a post construction topographic survey documenting proper construction will be required. ,✓**POOL -Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). A separate pool permit is required. ��oll off container company must be on City approved list and container cannot be placed on City Right- of-Way. (Approved: Advanced Disposal, Realco, Republic Services, Shappel's and Waste Pro.) **Full right-of-way restoration, including sod, is required. **Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. cc: Jennifer Walker, Bldg. Dept. Permit Attachment of for Permit# issued 20_Atlantic Beach,FL 32233 Owner's Name:m)Ck4tI 1 \ ro e R.E.#: f„ ' P nY Address:�( S Subdivision:— Lot#/Block#: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT,issued on this ZC day of_ ��17[ 1� ,20�S by Atlantic Beach Florida, a municipal corporation o zed and existing under th--e la vs of the State of Florida, hereinafter refereed to as "CIT r' andof Atlantic Beach, Florida, hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enger upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Bench Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30)days notice by CITY to the USER,said notice to USER shall be givein by, gertift mail ret receipt requested, to the following address: The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In tht event it is necessary for the CITY or the City's approved representative or other franchised utility to enterupon the above-described property of the CITY,the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining,repairing,operating,replacing,or adding to of the utilities and facilities of the CTTY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code,Building Codes, Land Development Code,and all other land use and code requirements of the CITY,including City Gode Section 19-7(h)which states"Driveways that cross sidewalks:City sidewalks may not be replaced with ether materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page] of 2 The USER, prior to making any changes from the a approval from the City of Atlantic Beach, approved plans and/or method, must obtain written discretion of the CITY,be requested t submit as-built It dura meant,for said change. The USER shall,at the after the day of completion. wings showing the change within thirty(30)days This permit shall insure to the benefit of,and be binding upon,the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws 4tad/or specifications, to include utilities locate requirements and use limitations/requirements of public oghts-of-way and other public land. USER further agrees that the CITY and its officer,,and employees shall be saved harmless by the USER from any of the work herein under the terns of this permit and that all liabilities are hereby assumed by the USER. of said DATED and SIGNED this day of I A. 2015 B' Prope Owner (to be signed in presence of the Notary) HATE OF FLORIDA COUNTY OF DAL On this��of , an ! for 1,201!& rsogall a eared before me, a Notary Public in id County and State, Y rJ�� t � , the property owner of and who executed the foregoing ins >Atlantic Beach,Florida,known to me to be the person(s)described in trument;who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. Notary Public in for said County and State CITY( OF ATLANTIC BEACH, FLORIDA, a muni�ipal corporation: ApproNed: ^ Doug Layton,Public Wo�.�Dire&.� For Permits where city sidewalk is impacted, City Manager approval required: Nelson'Van Liere,City Manager Page 2 of 2 Walker, Jennifer From: Mosley, Bonnie Sent: Wednesday, April 22, 2015 2:48 PM To: Walker, Jennifer Subject: RE: 65 Shell Revocable Encroachment I just entered the approval in One Solution. Please let me know if you need anything else! Bonnie Mosley From: Walker, Jennifer Sent: Wednesday, April 22, 2015 2:22 PM To: Mosley, Bonnie Subject: RE: 65 Shell Revocable Encroachment Thanks. That should be the last item holding that permit up0 Jenny From: Mosley, Bonnie Sent: Wednesday, April 22, 2015 2:09 PM To: Walker, Jennifer Subject: RE: 65 Shell Revocable Encroachment Thank you, Jenny. I will give this to Scott because I know he was waiting on something to approve this. Bonnie Mosley From: Walker, Jennifer Sent: Wednesday, April 22, 2015 2:01 PM To: Mosley, Bonnie Subject: 65 Shell Revocable Encroachment JewwlU waUeer Administrative Assistant Building Department City of Atlantic Beach 904-247-5826 1 x Permit Attachment of for Permit# issued .20—Atlantic Beach,FL 32233 y Owner's Name:ml cv4t l 011 ��\(�property Address: R.E.#: S' Subdivision: Lot#/Block#: REVOCABLE ENCROACHMENT PERMIT 2G da THIS REVOCABLE ENCROACHMENT PERMIT,issued on this y of i� ,20 by Atlantic Beach, Florida, a municipal corporation orKajized and existing under the la s of the State of Florida, hereinafter referred to as "CITY" and — A of Atlantic Beach; Florida, hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as:—_ P(AVtf OkIn\ W Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30) days notice by CITY to the USER, said notice to USER shall be given by certified mai re receipt requested, to the following address: (0 5 .Sh�� I &t. The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY,including City Code Section 19-7(h)which states"Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page 1 of 2 J The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach,Public Works Department, for said change. The USER shall,at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30) days after the day of completion. This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the�SER. y --�r • ` DATED and SIGNED this U1 day of 205 fl Owner signed in presence of the Notary) OF FLORIDA COUNTY OF DITVAL rol On this day of I ,%2JWiqally a eared before me, a Notary Public man for s id County and State, m 1�Ge 1 �,� the property owner of DLJ = Atlantic Beach, Florida,known to me to be the person(s)described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. Notary Public in for said County and State CITY OF ATLANTIC BEACH, FLORIDA, a municipal corporation: Approved: Doug Layton,Public Works Director For Permits where city sidewalk is impacted, City Manager approval required: Nelson Van Liere,City Manager Page 2 of 2