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142 SANDY BEACH LN - PERMIT RES17-0195 l CITY OF ATLANTIC BEACH ` } 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 "" G 'A INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY ATTACHED MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0195 Description: new single-family attached home Estimated Value: 141425.8 Issue Date: 10/26/2017 Expiration Date: 4/24/2018 PROPERTY ADDRESS: Address: 142 SANDY BEACH LN RE Number: 173414 0205 PROPERTY OWNER: Name: BEACHES HABITAT FOR HUMANITY INC Address: 797 MAYPORT RD ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: 201 MAYPORT CONSTRUCTION MANAGEMENT Address: 2768 STATE RD Al #701 ATLANTIC BEACH, FL 32233 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. J titPermitConditions City of Permit Number: RES17-0195 Description: new single-family attached home Applied: 10/4/2017 Approved: 10/25/2017 Site Address: 142 SANDY BEACH LN Issued: 10/26/2017 Finaled: City,State Zip Code:Atlantic Beach,FI 32233 Status: ISSUED Applicant:<NONE> Parent Permit: Owner: BEACHES HABITAT FOR HUMANITY INC Parent Project: Contractor:<NONE> _ Details: LIST OF • • SEQ NO I ADDED,DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 10/11/2017 . UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC WORKS Kayle Moore Notes. Avoid damage to underground water and sewer,utilities-'Verify vertical and horizontal location of utilities."Hand dig if necessary.'If field coordination is needed;call 247-5834. 2 10/11/2017 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes:. Ensure'all meter boxes,,sewer,cleanouts and valve covers,are set to grade,and visible 3 10/11/2017 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes:.. A sewer cleanout must be.insta lied at the property line.-Cleanout must be covered,with,an RT1 concrete,box with metal lid: Cleanout to be set to grade and visible. 4 10/16/2017 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All concrete drivewaiaprons must be 5"thick,4000 psi`with'.fl bermesh from edge of pavement to the`property line.Reinforcing rods or`mesh are not allowed in the Pighf=of-way. (ComnierciaI-driveways;-6 thick).':'- 5 hick). " 5 10/16/2017 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must.be-installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control-lnspection prior to start of construction /% Printed:Thursday,26 October,2017 1 of 2 �P �` saPermitConditions w of 6 10/16/2017 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes All runoff must remain on-site,during�onstruct on 7 10/16/2017 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Roll offconteiner company must be on•gty approved list(Advanced Disposal,Realco Recycling,�ShapeWs,Inc,Republic Services)'ContainerJcannot_,w �. be.,placed on City righ#pf-t ay` r z . - .. —. e2 e z d 8 10/16/2017 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes. Full fight-'o 'Way,re�stdrationj including sod,is required.' - . 9 10/16/2017 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes s All runoff must remain on site. Cannot raise lot elevation r Printed:Thursday,26 October,2017 2 of 2 40 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road 17 AS Atlantic Beach, Florida 32233-5445 •� _ Phone(904)247-5826 • Fax(904)247-5845 I E-mail: building-dept@coab.us Date routed: L(r l City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: N 111X_ L A�\., (.n Department review required Yes No Building /�_ i eb Applicant: 0 01 M aV par ()S�f�t(�i�� P.la ming ��onan I�,, ' { -` Tree A min r Project: G('L1�W �r � Afi(1141c Pu lic Works � V� Public Utilities Pubic a e y Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. [-]Denied. [-]Not applicable (Circle one.) Comments: BUILDING NNi GP, Reviewed bye / ` Date( - ( 3-1 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. []Not applicable Comments: Reviewed by: Date: Revised 0511912017 �i4jz � City of Atlantic Beach APPLICATION NUMBER t, , . Building Department �,;i:� F (To be assigned by the Building Department.) r 800 Seminole Road p t— _Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 t' OCT 0 5 2017 E-mail: building-dept@coab.us ( �;., Date routed: I d City web-site: http://vMw.coab.us ; APPLICATION REVIEW AND TRACKING FORM r Property Address: ��a Ad`I &ALAn ILA . De artment review required' Yes No Building Applicant: o'�(fit !M 0.V 0c)[4- '�D(1$�Ifct L�i�)l Pla ning onin ,, Tree A min r Project: d_.c am -Af nl � Pu lic Works �� lic l9'tiiites Pubic a e y Fire Services Revrew fee $ b . . Dept Signature;: Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONINGReviewed by: r G✓ Date: 6 V A? TREE ADMIN. Second Review: []Approved as revised. []Denied. [-]Not applicable P WORK Comments: FU'BLIC UTI ITPES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane ° f Atlantic Beach, FL 32233 (904)247-5834 NEW WATER/ SEWER TAP REQUEST Date �U -�/ -/ Project Address Z0904 Vq,,/E- Number of Units Commercial Residential Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) � New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature �. CITY STAFF USE ONLY IC�CS Application# l- — 0) 9 5 T Water System Development Charge $ If ( `,- Sewer System Development Charge $ Water Meter Only $ 1 Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ cSd 0 b Other $ TOTAL $ ;735-1 (Notes) APPROVED Kayle Moore, P.E. 1LWL Date D / 7 Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED 201 Mr. Kayle Moore Public Utilities Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Mr. Moore I have submitted a building permit application for the Triplex "C" located at: #142, 146, 152 Sandy Beach Lane, COAB (Blk.# 1,Lots# 10, 9, 8)Beaches Habitat will not be installing a fire sprinkler in this structure. In addition, according to our HOA agreement we will be installing an irrigation system for the common areas. Please give me a call (904-241-1222, or 334-1202) if you require any additional information. Sincerely, Robert Peterson, _ Construction Director City of Atlantic Beach APPLICATION NUMBER Building Department i (To be assigned-by the Building Department.) Vies 800 Seminole Road O , 7 Atlantic Beach, Florida,32233-5445 vCT 05 201 Phone(904)247-5826 - Fax(904)247-5a4$ Date routed: I o 10 Lt E-mail: building-dept@coab.us City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: &LA�vq &ALJA(,A DgMartment review required' Yes No Building_) Applicant: 0 01 May lg) CD()GkfLt(A�D) <-Pla ning onin Tree Ad-min-T9TM6'r-- Project: a4kuNd r.N:,- 1c501=Irelz y ' tic 1 ffi—es Qt& c MT Pubic a e y Fire Services D- t evie at Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. [:]Denied. [:]Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b;4,/ zip 44em Date: TREE ADMIN. Second Review: DApproved as revised. ODenied. E]Not applicable M_p.TU,5@I,'@JWORKS jr Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. OlDenied. E]Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Permit Attaclunent of Pernut#--�issued for Owner's Name: 20 Atlantic Beach,FL 32233 ��ct,� � R.E. #: �' Property Address: - Subdivision: Lot#/Block#: L; RE,'®CAIBLE ENCROACHMENT PER-MIT T -'S RE`'OCA-BLE ENCROAC by Atlantic Beach, Florida a TIENT PERMIT,issued on this Florida, hereinafter referred to municipal c"CITY" corporation ora daY of 20�� hereinafter referred to as "USER,,. CITY and grazed and existing under the laws of the State of ��e"�a 941 r of Atlantic Beach; Florida, That the CITY does hereby "ITNESSETH: enter up Fant the USER permission on a revocable basis as described herein the right on the properly of the City of Atlantic Beach for the , Beach Right-of--Way/Easement eto P rmit numbers noted above(copies attached)escribed in the City of Atlantic This work is generally described as: 0 R. ®. cJ. Any facility maintained, repaired, erected, and/or installed subject to relocation or removal on thin in the exercise of the privilege granted remains given by certified - Y(30) days notice by CITY to the USER, said notice to USER shall be mail, return receipt requested, to -� ( the following address: The depositin a� � cancellation and the saidice upon f cancellation in the p n USER to keep United States mail shall constitute the notice of p the CITY informed of USER's proper address. The USER shall promptly exercise make any and all necessary repairs to of the privilege herein granted and shall at all times maintain. aidfacility erected or maintained m the in good and safe condition. In the event it is necessary for the CITY or the City's approved representative enter upon the above-describedproperty or other franchised utility to any and all material necessarily displaced of CITY, the USER shall replace at the USER's sole expense, adding to of the utilities and facilities of the CITY or franchise utility g the action of maintaining, repairing operating, replacing, or The facilities allowed b the tY Provider. Land Develo Y Permit shall meet the current requirements of the City Code B Development Code, and all other land use and code requirements of the CITY, including Building Codes, City Code Section 19-7(h) which states "Driveways that cross sidewalks: g with other materials, but must be replaced with ith smooth concrete left natura�ina col s that it matcheewalks may not be s the existing and adjoining sidewalks." hes the Page ] of 2 The USER, prior to making approval from the City of Atlantic Beach, Publliic W the ks De discretion of the CITY, be requested to submit Pepar plans and/or method Partment,for said chap e. ' must obtain written after the day of completion, as built drawings showingg The USER shall,at the 21is Permitshallinsure to the change within thirty (30) days signs, the benefit of, and be bindin g upon, the USER and their. respective successors and USER shall meet the terms and conditions of this and/or specifications to Permit and to all of the a include utilities locate requirements and rights-of--way and other Pplicable State and CITY laws be saved harmless b public land. USER further a use limitations/reguiiements of Y the USER from an agrees that the CITY and its officers and employee hall liabilities are hereby assumed b Y°f the work herein under ' y the USER. the terms of this Permit and that all of said DJEDnd SIGNED this C� day of0j. By � ,PA_ P& KYLE MURRAY Notary Public-State of Florida y Own Commission#FF 941841 (to be signed in ,;�IFF�oP°�� MY Comm.Expires Apr 2,2020 Presence of the Notary) '""""" Bonded through National Notary Assn. STATE OF _4 . COUNTY OF DUVAL On this�sday of and for said County and State, , 20 7 Personally appeared before me, a Notary public in and who executed ,AtIantic Beach, Florida the property owner and`, the foregoing instrument ,known to me to be the erson s of oluntarily and for the uses and u ' wt hO acknowledged to me that he or she executed ( )described in p rposes therein mentioned. the same freely Notary public in for said County and State CITY OF ATLANTIC BEACH, m� FLORIBA, a cipal corporation: Approved: d For elmi where i std a is .�.h�21riW► ,/ a ge. aP ova] eq fired: P cte , PUb�iG�OrKS �4recL �Ov Nelso an Liere,City M ger Page 2 of 2 f I , ,< CITY OF ATLANTIC 13 i� CONSTRUCTION EACH PERMIT WITHIN CI TY RiGHTS .•':'_�;��t'• _'- 800 Seminole Road ''�� Atlantic Beach,Florida 32233-5445 CF WAY AND EASEMENTS pLEgSE S Date UBIIRICOPtrypLETE SETS OF p 904-247-5800 SNS V✓STH gpPL1CA.ttoN• Fa.X 904-247-5845 Job Address On CGh LQ( PERMIT# Permbtee: 2.01 �0. ?Q V+ C� ISSUED BY THE Cl7y Permittee Address:. -131 Telephone Requesting Permission to Construct: Location: V_P v (Reference to Cross-Street) �•® t J Applicant declares ®� � that prior to filin both aerial and underground and the cciurappte li locations ar he has ascertained. the location of all existing A Letter of Notification was a shown on the sketches. mailed to the foil' 9 utilities, Jacksonville Electric Authority owing Utilities/Municipalities: Bell South Telephone Company Ferrell Gas Yes( ) No ( ) Date: Comcast Yes( No ( ) Date: 2. Yes (Whenever necessary � es ( ) No ( ) Date' alteration or relocation of all or ( ) Date: Works construction, repair, bm rove any or all of said y portion of said street or easement maintenance hereunder, shall bei Poles •as determined, safeb t efficient Of Public immediately ' wires, plAes, cables Or required by the Director of Public Wremo ks from said street orheaser facilities al of and a Y the Director of Public authorized. , and at she expense n►ent or ppurtenances authorized 3• All work shall meet City P nse of the Permittee or relocated hereon as of Atlantic Beach or Florida D mitfee unless.reimburse Performed under the meet is Superintendent) located at .74 of Department of Trans 4. All materials and e , bbl '�` r Transportation Standards 5• quipment shall be su 1 and be All city property shall be restored to ifs original onditboin as t (Contractors Project and the Telephone#: y!I _ manner satisfacto Y fhe Director of Public Works or his og® 6• A sketch of factory to the city, far as practical, in keepingdesignee. Plans covering details of this installation with cif s Part of this permit. Calculations shot�rin Y specifications Richt of tPVa as well as a copy of a recent survey ape to be included with this an increase in itn 7 This envious area o , Y shall be made a Permittee shall commence actual construction in n more than 60 da s ' n owner s tot or in the cit Public Works to Y from date of permit a good faith with 8. make sure no chan es approval, Then permittee days. If the beginnin 9 have occurred In the area that would affect the g date is It is understood and agreed-that the rights and City, right, title and interest in the land to bee Permit with the Director of times privileges herein set out are permitted construction. assume a!1 risk of and indemni nfered upon and used b granted only to the extent of the against any and all loss, dand e, fy, defend, and save y the holder, and the exercises by the holder of the aforesaid rights and priv lege5rising in ions the Ci Holder will, at all 9 The Director ocost f of Atlantic Beach from and Public Works shall be Y manner of fhe exercise Immedia ly upon completion. notified or attempted exercise (24) hours prior to starting work and again ®�JNER g KYLE MURRAY ,1�ar Signed: n� / i Before �� /� =. . *� Notary Public-State of Florlda me this Date:_ / Commission#FF 941841 State Of Florida,has day of • " Nota g ovally appeared t County of �S;�OFF,.o?;��` My Comrin.Expires Apr 2 2020 Notary Public at Lar e,State of Florida """' My commission Of Ccun of D Bonded through National Notary Assn, tY Duval. Produced identificatiPersonally Known: City of Atlantic Beach QPPLICATIQN NUMBER E, Building Department (To be assigned by the Building Department.)" ` 800 Seminole Road (f e Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Daterouted 1 d, 11 L(/ City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: aA(�t (.11 . Department review required Y No B`uiI"cin' Applicant: a0k M OL\l Aa 4 czoskf .(!)) <1la Hing onrn ''��,,•• '' �" " Tree A min r Pu ic Project: a�Kt✓ �� 4k lWorks V Public Utilities Pubic a rery Fire Services Review fee $ ':" Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: PLANNING &ZONING Reviewed by: Date: /U_c9 S '!7 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. _]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. [—]Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 i 1=�J% CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 \=rjF3!9' REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Date ID 20 1 11-3 Revision to Issued Permit Corrections to Comments J Permit# Y26�-S/7 —C7�S' Project Address 42- �Q�1GtC BC'G��l-� LQ.rip— Contractor/Contact Name- Phone Lo /Z.O l Email 1vS?� 2c� S �� 1 �-v''- Description of Proposed Revision/Corrections: Permit Fee Due ,SG.f48 t,r� Cl n fe.yiew = Cp\1fec-6ares tm pqrmi k ma Y2,\h.1 S +0 PVlerr6'i rc"IC.S• t UD&L-1--d CS :Pa QP!� io enq'. ao - rno OVICO (2dded (9rCl-.i+ec"-F and t r) C C'-4-�0/-1 rt Additional Increase in Building Value $ AIIA Additional S.F. By signing below,l L)v S JC-Ceck affirm the Revision is inclusive of the proposed changes. (printed name) Vv ' re &11tra or/Ag ontractor must sign if increase in valuation) Dat (Office Use Only) Approved_ Denied Not Applicable to Department Revision/Plan Review Comments rneut Review Required: BU Pnni g&Zoning (/Reviewed By Tree Administrator , Public WorksI 2011 Public Utilities !! ,,�i OCT 2 0 /a a$'--/7 Public Safety Date Fire Services BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH � ��S.u. 800 Seminole Road,Atlantic Beach, FL 32233 Office (904)247-5826 Fax(904) 247-5845 Job Address:UTI-Sandy Beach Lane, COABTL 32233 Permit Number: Legal Description 38-2529E-7.41B De Castro Ferrer Grant PT RECD O/R 16531-2248 Parcel# BLK• 1 LOT: 10 Floor Area of Sq.Ft. Sq.Ft Valuation of Work$ 110.000 Proposed Work heated/cooled 1172sg. non- heated/cooled 188 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proosed structure(s)(circle one):installed? Residential: If an existing structure,is a fire sprinkler system nstalled? (Circle one): Yes No N/A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed:Construct attached two story Triplex single family homes Property Owner Information: Name: Beaches Habitat for Humanity Address:797 Mayport Road City Atlantic Beach State FL Zip 32233 Phone: 904-241-1202 E-Mail or Fax#(Optional)904-241-4310,rpeterson@beacheshabitat.org Contractor Information: Company Name:201 MMTort Construction Management,LLC Qualifying Agent: Robert Peterson Address: 2768 State Rd.AlA#701 City Atlantic Beach State FL Zip 32233 Office Phone 904-595-5798 Job Site/Contact Number 904-334-1202 Fax# Stat ertification/Registration# CGC6666 chitect Name&Phone#Julianne Overby,904-704-8628 ngineer's Name&Phone#Michael Glynn Holder 904-680-6279 le Holder Name an Addre Bonding ompany Name and Address Mortgage Lender Name and Address OFFICE COPY �pphca a Co es:.20lOBZORIDABUILDING CODE Approved Disapproved , . Approvccfw/ Conditions Review fnitials/Date: /U-//-�•7 �DeyeZo m.ent size i Habitable space F-f Non-Habitable { Impervious arca ✓E,MJIR-neons Information ►ccupancy Group 9- 3 ype of Co-nstructio-n V Imber of Stories 2 ning District 0?G -rye !x. Occupancy Load ,sprinklers.required A zone�Y ditions/comments: NOTICE OF COMMENCEMENT OFFICE COPY State Florida Tax Folio No. County of Duval 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:38-2S-29E-7.41 B De Castro Y Ferrer Grant PT Recd OR/16531-2248 (Block# 1 Lots#10,9,8) Address of property being improved: (#142, 146, 152 Sandy Beach Lana.),Atlantic Beach,FL 32233 General description of improvements:construct 2 story single family attached triplex Owner: Habitat for Humanity of the Jacksonville Beaches Address: Atlantic Beach, FL 32233 Owner's interest in site of the improvement: 100% Fee Simple Titleholder(if other than owner): Name: Contractor:201 Mavport Construction Management LLC (FL State Certified General Contractor#CGC1506666) Address:2768,Atlantic Beach, FL 32233 L Phone No.: 904-334-1202 Fax No.: 904-241-4310 Surety(if any): Address: Amount of bond$: Phone 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 Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Robert Peterson, c/o 201 Mavport Construction Management LLC Address:2768 State Rd A1A,Atlantic Beach, FL 32233 Phone No.:904-334-1202 Fax No.: In addition to himself,owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Phone No.: Fax No.: Expiration date of Notice of Commencement(the expiration date is one(1)year form the date of recording unless a different date is specified): Warning to owner: Any payments made by the owner after the expiration of the notice of commencement are considered improper payments under Chapter 713,Part 1,Section 713.13, Florida Statutes,and can result in your paying twice for improvements to your property. A notice of commencement must be recorded and posted on the job site before the first inspection. If you intend to obtain financing,consult with your lender or attorney before commencing work or recording your notice of commencement. THIS SPACE FOR RECORDER'S USE OWNE Signed: Date: Before me this day of in the County of Duval, State of Florida, has personally appeared -�OnP C Notary Public at Large, State of Florida, County of Duval My commission expires: X Doc#2017221990,OR BK 1Personally Known: or8132 Page o32, Produced Identification: Number Pages:1 �— Recorded 09/28/2017 at 11:50 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 ^YP�,, KYLE MURRAY - --- --- - _ - - --- --- ------- - --- -:yP`� `'`%�, Notary Public-State of Florida ' commission#FF 941841 =;?9� aye;: My Comm.Expires Apr 2,2020 °; Bonded through National Notary Assn. ' FORM R405-2014 OFFICE COPY RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Pertormance method shall include ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(1 page)and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). ❑ Energy Performance Level(EPL)Display Card(one page) ❑ Mandatory Requirements(three pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) EnergyGauge®-USRCZB v5.1 9/15/2017 3:26:22 PM Page 1 of 1 i OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: HABITAT-TRIPLEX-OUTSIDE-A-L-142A Builder Name: BEACHES HABITAT Street: 142 SANDY BEACH LANE Permit Office: DUVAL COUNTY City,State,Zip: ATLANTIC BEACH ,FL,32233 Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville County:: DUVAL(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(1637.3 sqft.) Insulation Area 2. Single family or multiple family Multi-family a.Frame-Wood,Exterior R=19.0 1138.70 ft= b.Frame-Wood,Common R=19.0 498.67 ft= 3. Number of units,if multiple family 1 c.NIA R= ft= 4. Number of Bedrooms 3 d.N/A � R= ft= 5. Is this a worst case? No 10.Ceiling Types (572.0 sgft_)/ Insulation Area a.Under Attic(Vented) L) R=30.0 572.00 ft= 6. Conditioned floor area above grade(ft5 1140 b.N/A R= ft= Conditioned floor area below grade(ft=) 0 c.N/A R= ft= 11.Ducts R ft= 7. Windows(130.0 sqft.) Description Area a.Sup: 1st Floor,Ret:1st Floor,AH:1st Floor 6 165 a. U-Factor: Dbl,U=0.30 , / 130.00 ft= SHGC: SHGC=0.30 V b. U-Factor: N/A ft= 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 24.0 SEER:15.00 c. U-Factor: N/A ft= SHGC: 13.Heating systems kBtu/hr Efficiency ft= d. U-Factor: N/A a.Electric Heat Pump 23.5 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.252 ft. Area Weighted Average SHGC: 0.300 14.Hot water systems 8. Floor Types (568.0 sqft.) Insulation Area a.Electric Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 568.00 ft= EF:0.920 b. Conservation features b.N/A R= ft= None C.N/A R= ft= 15.Credits Pstat Glass/Floor Area: 0.114 Total Proposed Modified Loads: 28.69 PASS Total Baseline Loads: 32.85 hereby certify that the plans and specifications covered by Review of the plans andHE this calculation are in compliance with the Florida Energy specifications covered by this y0 = Code. calculation indicates compliance Amy Wilkerson with the Florida Energy Code. PREPARED BY 09 Before construction is completed DATE: this building will be inspected for l`ryl�i'- compliance with Section 553.908 `. hereby certify tha is building, as designed, is in compliance Florida Statutes. ;S with the Florida Ener C e COD �5 OWNER/AGENT. • BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1,2017 this project requires an envelope leakage test report with envelope leakage no greater than 3.0 ACH50(R402.4.1.2). 9/15/2017 3:26 PM EnergyGauge®USA-v5.1-Section R405.4.1 Compliant Software Page 1 of 4 • FORM R405-2014 PROJECT Title- HABITAT-TRIPLEX-OUTSID Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1140 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: BEACHES HABITAT Rotate Angle: 0 Street: 142 SANDY BEACH LA Permit Office: DUVAL COUNTY Cross Ventilation: No County: DUVAL Jurisdiction: 261300 Whole House Fan: No City,State,Zip: ATLANTIC BEACH , Family Type: Multi-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 1140 9120 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 568 4544 Yes 0 0 1 Yes Yes Yes 2., 2nd Floor 572 4576 No 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 190 ft0 568 ft2 _, 0.2 0 . 0.8 ROOF / Roof Gable . Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area -Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 603 ft2 96 ft2 Medium 0.85 No 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 572 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) 1st Floor 30 Batt 572 ft2 0 Wood 9/15/2017 3:26 PM EnergyGauge®"USA-v5.1-Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below Qrnt 10 W:411 Type _ We Ft In Et In Area RA/alue FrACtion Ahqor r4rafip-% 1 SE Exterior Frame-Wood 1 st Floor 19 20 0 8 160.0 ft2 0.23 0.75 0 _ 2 SW Exterior Frame-Wood 1st Floor 19 31 2 8 249.3 ft2 0.23 0.75 0 _ 3 NW Exterior Frame-Wood 1 st Floor 19 20 0 8 160.0 ft2 0.23 0.75 0 4 NE Neighbor Frame-Wood 1 st Floor 19 31 2 8 249.3 ft2 0.23 0.75 0 5 SE Exterior Frame-Wood 2nd Floor 19 20 8 160.0 ft2 0.23 _ 0.75 0 6 SW Exterior Frame-Wood 2nd Floor 19 31 2 8 249.3 ft2 0.23 0.75 0 7 NW Exterior Frame-Wood 2nd Floor 19 20 8 160.0 ft2 0.23 0.75 0 8 NE Neighbor Frame-Wood 2nd Floor 19 31 2 8 249.3 ft2 0.23 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE Insulated 1st Floor Metal .46 3 6 8 20 ft2 2 S Insulated 1st Floor Metal .46 3 6 8 20 ft2 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 SE 1 Vinyl Double(Clear) Yes 0.3 0.3 13.8 f1:2 6 ft 0 in 1 ft 0 in Drapes/blinds None 2 SE 1 Vinyl Double(Clear) Yes 0.3 0.3 13.8 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds None 3 SW 2 Vinyl Double(Clear) Yes 0.3 0.3 10.3 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 SW 2 Vinyl Double(Clear) Yes 0.3 0.3 6.0 ft2 1 ft 0 in 1 ft 0 in Drapesiblinds None 5 SE 5 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft2 6 It 0 in 1 ft 0 in Drapes/blinds None 6 SE 5 Vinyl Double(Clear) Yes 0.3 0.3 15.5 f1:2 6 ft 0 in 1 ft 0 in Drapes/blinds None 7 SW 6 Vinyl Double(Clear) Yes 0.3 0.3 10.3 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 SW 6 Vinyl Double(Clear) Yes 0.3 0.3 13.8 ft2 1 ft 0 in 1 ft 0 in Drapesiblinds None 9 NW 7 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 10 NW 7 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft2 1 ft 0 in 1 ft 0 in Drapesiblinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000152 456 25.03 47.08 .1446 3 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.5 23.5 kBtu/hr 1 sys#1 9/15/2017 3:26 PM EnergyGauge®USA-v5.1-Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:15 24 kBtu/hr 720 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap . Use SetPnt Conservation 1 Electric None 1st Floor 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS --Supply— —Return- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 1st Floor 6 165 ft2 1st Floor 196 ft2 Default Leakage 1st Floor (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan X Feb X Mar A r Ma Jun Jul Aug Se Oct Nov Dec Venting lxl Jan �X�Feb �X�Mar Apr May Lx1 Jun lx�Jul Aug IX X�Sep Oct Xi Nov M Dec Thermostat Schedule: FloridaCode 2014 Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Cooling(WEH) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Heating(WD) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 Heating(WEH) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 9/15/2017 3:26 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 87 The lower the EnergyPerformance Index, the more efficient the home. 142 SANDY BEACH LANE, ATLANTIC BEACH , FL, 32233 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi-family a.Frame-Wood,Exterior R=19.0 1138.70 ft2 b.Frame-Wood,Common R=19.0 498.67 ft 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 572.00 ft2 6. Conditioned floor area(ft2) 1140 b.N/A R= ft2 7. Windows" Description Area c.N/A R= ft2 a. U-Factor: Dbl,U=0.30 130.00 ft2 11.Ducts R ft2 a.Sup: 1st Floor,Ret: 1st Floor,AH:1st Floor 6 165 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 24.0 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 23.5 HSPF:8.50 Area Weighted Average Overhang Depth:. 3.252 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hot water systems 2 a.Electric Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 568.00 ft EF:0.92 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building -TUE S7r Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature ,, Date: Address of New Home: (� � j N �j City/FL Zip:ci 3�Z33 w� *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(321) 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 R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/15/2017 3:26 PM EnergyGauge®USA-v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 142 SANDY BEACH LANE Permit Number: ATLANTIC BEACH ,FL.3 223 3 MANDATORY REQUIREMENTSSee individual code sections for full details. 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Statues)requires the EPL display card to be included as an addendum to each.sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. E3 R402.4 Air leakage(Mandatory). ,The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. Q R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections.R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2,and.3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50.Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individulas licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at anytime after creation of all penetrations of the building thermal envelope. During testing: - 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control.measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. O 11402.4.2 Fireplaces. New.wood-buming fireplaces shall have tight-fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors.no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/1.S.2/A440 by an accredited,independent laboratory and listed and labeled.by the manufacturer. Exception: Site-built windows,skylights and doors. O R402AARecessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces:All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 11403.1,3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementay electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing(Mandatory)AII ducts,air handlers,and;filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall-be considered ducts and plenum chambers,.shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section,803 of.the RESNET Standards by either individuals as.defined,in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth infection 499.105(3)(f),(g),or(i),Florida Statutes;to the following: be"substantially leak free" by either of 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test.If the air handier is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 9/15/2017 3:26 PM Energypauge®USA 7 v5.1 - Section R405.4.1 Compliant SoftwarePage 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3%inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies(Mandatory). O R403.4.4.1 Storage water heater temperature controls • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). • R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 9/15/2017 3:26 PM EnergyGauge®USA-v5.1 - -Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal, rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. • R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1 . 0 R403.6.1.3 Extra capacity required for special occasions. . Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified iri Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. Q R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turnoff and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. . Heated swimming pools and inground permanently.installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting furfures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 9/15/2017 3:26 PM EnergyGauge®USA-v5.1 - -Section R405.4.1 Compliant Software Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: HABITAT-TRIPLEX-OUTSIDE-A-L-142A Builder Name: BEACHES HABITAT Street: 142 SANDY BEACH LANE Permit Office: DUVAL COUNTY City,State,Zip: ATLANTIC BEACH , FL,32233 Permit Number. Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawispace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 9/15/2017 3:26 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 1 i FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: HABITAT-TRIPLEX-OUTSIDE-A-L-142A Builder Name: BEACHES HABITAT Street: 142 SANDY BEACH LANE Permit Office: DUVAL COUNTY City,State,Zip: ATLANTIC BEACH ,FL,32233 Permit Number: Design Location: FL,Jacksonville Jurisdiction: 261300 Cond.Floor Area:: 1.140 sq.ft. Cond.Volume: 9120 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: CFM(50): ELA: Single or Multi Point Test Data HOUSE PRESSURE FLOW: EgLA: 1 Pa cfm ACH: 2 Pa cfm SLA: 3 Pa cfm ACH(50) 4 Pa cfm "For prescriptive projects,tested leakage must be 5 Pa cfm <=7 ACH(50). For performance projects, tested 6 Pacfm leakage must be<=the ACH(50)shown on Form R405-2014 for this project. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in'Section 5'53.993(5)or(7),Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results,of the test shall be signed_by the party,conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off,and 6.Supply and return registers,if installed at the time of the test,shall be fully open. I hereby certify that-the Testing shall be conducted by either _he above envelope leakage THE ST individuals as defined in.Section performance results demonstrate compliance with Florida Energy Code requirements in 553.993(5)or(7), Florida Statutes or individuals licensed as set forth in accordance with Section R402.4.1.2. Section 489.105(3)(f), (g), or(i)or an approved third artY• A written report of the results of the test shall be signed SIGNATURE: by the third party conducting the test ,. and provided to the code official. yR� :. PRINTED NAME: DATE: BUILDING OFFICIAL: DATE: 9/15/2017 3:27 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 1 41 wrightsoft° Manual S Compliance RepuOFFICE COP b: 1SBLane V ate: 10-0-17-2017 Entire House : Florida Air Service & Engineering Plan: 1140R 150 Hilden Road 308,Ponte Vedra,F132081 Phone:904-823-9696 Web:VVVWV.NORTHFLORIDAAIR.COM Project • • For: Beaches Habitat Cooling Equipment Design Conditions Outdoor design DB: 92.8°F Sensible gain: 17489 Btuh Entering coil DB: 76.9°F Outdoor design WB: 77.0°F Latent gain: 3181 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 20670 Btuh Indoor RH: 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC524A00300+FX4DNF025L Actual airflow: 700 cfm Sensible capacity: 18041 Btuh 103%of load Latent capacity: 4022 Btuh 1260/6 of load Total capacity: 22063 Btuh 107%of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss: 20999 Btuh Entering coil DB: 68.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC524A00300+FX4DNF025L Actual airflow: 700 drn Output capacity: 18689 Btuh 89%of load Capacity balance: 30 OF Supplemental heat required: 2310 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 700 cfm Output capacity: 4.7 kW 77%of load Temp. rise: 50 OF OCT 2 O 201 Meets all requirements of ACCA Manual S. 2017-Oct-17 20:19:26 wirightsoft Right-Suite®Universal 2017 17.0.29 RSU09479 Page 1 ACM ...\Beaches Habitat\142 Sandy Beach Lane\1140R.rup Calc=MJ8 Front Door faces:SE Project Summa Job: 142 SB Lane w�rightsofk; Date: 10-17-2017 Entire House By: Florida Air Service & Engineering Plan: 1140R 150 Hilden Road 308,Ponte Vedra,FI 32081 Phone:904-823-9696 Web:WWW.NORTHFLORIDAAIR.COM Project • • For: Beaches Habitat Notes: 142 Sandy Beach Lane Desig- h Information Weather: Jacksonville/Intnl., FL, US Winter Design Conditions Summer Design Conditions Outside db 33 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 38 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 50 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17499 Btuh Structure 14574 Btuh Ducts 3500 Btuh Ducts 2915 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (gone) 0 Btuh Blower e ) 0 Btuh Piping 0 Btuh Equipment load 20999 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration E- - _nt c _nsinre road 1ff4RPBtuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2100 Btuh Ducts 1081 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftp 1140 1140 Equipment latent load_ � Btuh Volume(ft3) 9920 9920 Air changes/hour 0.45 0.23 Fq�iom,Pnt-7O.taLLr+ari(Gpn+l at) S A Btuh Equiv.AVF(cfm) 74 38 Req.total capacity at 0.70 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model 25HBC524AO0300 Cond 25HBC524AO0300 AHRI ref 9154698 Coil FX4DNF025L AHRI ref 9154698 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 16800 Btuh Heating output 24000 Btuh @47°F Latent cooling 7200 Btuh Temperature rise 31 OF Total cooling 24000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.033 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0.25 in H2O Static pressure 0.25 in H2O Space thermostat Load sensible heat ratio 0.85 Capacitybalance point=30 OF Backup: Input=5 kW, Output=16145 Btuh, 100 AFUE Boldlitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .:. Wl<i htSOft 2017-Oct-17 20:19:26 Right-Suite®Universal 2017 17.0.29 RBU09479 Page 1 ...\Beaches Habitat\142 Sandy Beach Lane\1140R.rup Calc=MJ8 Front Door faces:SE - wrightsoft° Right-JO Worksheet Job: 142 SB Lane Entire House Date: 10-17-2017 Florida Air Service & Engineering Plan: 11408 150 Hilden Road 308,Ponte Vedra,F132081 Phone:904-823-9696 Web:WVWV.NORTHFLORIDAAIR.COM 1 Room name Entire House Kitchen 2 Exposed wall 204.0 ft 25.0 ft 3 Room height 8.0 ft 8.0 ft heat/cool 4 Room dimensions 14.0 x 11.0 ft 5 Room area 1240.0 ft2 154.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft2) Load number (Btuh/ft;°F (Btuhlft2) or perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) Heat I Cool Gross I WP/S j Heat Cool Gross WP/S Heat Cool 6 12E-Osw 0.068 ne 2.55 1.43 496 454 1159 652 0 0 0 0 1D-c2ow 0.570 ne 21.38 39.24 6 0 128 235 0 0 0 0 1 D-c2ow 0.570 ne 21.38 39.24 21 0 445 816 0 0 0 0 I D-c2ow 0.570 ne 21.38 39.24 15 0 315 578 0 0 0 0 11 12E-0sw 0.068 se 2.55 1.43 320 239 609 343 0 0 0 0 1D-c2ow 0.570 se 21.38 38.87 31 4 667 1213 0 0 0 0 1 D-c2ow 0.570 se 21.38 24.12 15 11 315 355 0 0 0 0 1D-c2ow 0.570 se 21.36 18.20 15 15 315 268 0 0 0 0 11 DO 0.390 se 14.62 11.78 20 20 298 240 0 0 0 0 W 12E-Osw 0.068 sw 2.55 1.43 496 496 1265 712 88 88 224 126 V�/ 12E-Osw, 0.068 nw 2.55 1.43 320 248 632 356 112 92 234 131 ;�Cp 1 D-c2ow 0.570 nw 21.38 39.24 31 0 667 1224 0 0 0 0 11D0 0.390 nw 14.62 11.78 41 41 597 481 20 20 298 240 C 166-30ad 0.032 1.20 1.72 264 264 317 454 64 64 77 110 C 166-7ad 0.112 4.20 6.01 496 496 2083 2983 0 0 0 0 F 22A-tpl 0.989 37.09 0.00 760 125 4622 0 154 25 927 0 61 c)AED excursion 0 -208 Envelope loss/gain 1 14434 10910 1 1 1760 399 12 a) Infiltration 3065 744 376 91 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Applianceslother 2000 2000 Subtotal(lines 6 to 13) 17499 14574 2136 2491 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 394 141 14 Subtotal 17499 14574 2530 2632 15 Duct loads 20% 20% 3500 2915 20% 20% 506 526 1 I Air requiir droom l oad(drn) I I 1 207001 17 1581 0901 I 1 30011 31261 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 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O A 00 000 00 00O 00 O W W v vi 0 O N O — �O O MID 0 0w v(WTrO O A 00 O W W A O 00 000 00 000 00 O(wT(WT N -rwrigtltsoft Right-JO Worksheet Job: 142 SB Lane Entire House Date: 10-17-2017 By: Florida Air Service& Engineering Pran: 1140R 150 Hilden Road 308,Ponte Vedra,FI 32081 Phone:904-823-9696 Web:WAW.NORTHFLORIDAAIR.COM 1 Room name Great Mach 2 Exposed wall 55.0 ft 5.0 It 3 Room height 8.0 ft heaUcool 8.0 ft heaUcool 4 Room dimensions 1.0 x 378.0 ft 6.0 x 5.0 ft 5 Room area 378.0 ft2 30.0 ft2 T Construction U-value Or HTM Area ft' Load Area ft' Load y number (Btuh/ft'-°F I (Btuh/ft2 I or perimeter (ft) I (Btuh) I or perimeter (ft) (Btuh) Heat I Cool Gross WP/S Heat Coal Gross WP/S Heat Cool 6 V 12E-Osw 0.068 ne 2.55 1.43 112 102 259 146 40 40 102 57 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 1D-c2ow 0.570 ne 21.38 39.24 10 0 222 408 0 0 0 0 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 11 12E-Osw 0.068 se 2.55 1.43 160 110 281 158 0 0 0 0 1 D-c2ow 0.570 se 21.38 38.87 0 0 0 0 0 0 0 0 1D-c2ow 0.570 se 21.38 24.12 15 11 315 355 0 0 0 0 1D-c2ow 0.570 se 21.38 18.20 15 15 315 268 0 0 0 0 11D0 0.390 se 14.62 11.78 20 20 298 240 0 0 0 0 W 12E-Osw 0.068 sw 2.55 1.43 168 168 428 241 0 0 0 0 12E-0sw 0.068 nw 2.55 1.43 0 0 0 0 0 0 0 0 1D-c2ow 0.570 nw 21.38 39.24 0 0 0 0 0 0 0 0 11D0 0.390 nw 14.62 11.78 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 1.20 1.72 84 84 101 144 0 0 0 0 C 16B-7ad 0.112 - 4.20 6.01 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 - 37.09 0.00 378 55 2040 0 30 5 185 0 61 c)AED excursion 1 -167 6 Envelope loss/gain 4259 1794 1 1 287 52 12 a) Infiltration 826 201 75 18 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 5086 1995 363 70 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 235 45 -363 -70 14 Subtotal 5320 2040 0 0 15 Duct loads 20% 20% 1064 408 20% 20% 0 0 Total room load 6385 2448 0 0 Air required(cfm) I I I 2131 98I I I O I O Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wri9ht$Oft' 2017-Oct-17 20:19:26 Right-Suite®Universal 2017 17.0.29 RSU09479 Page \Beaches Habitat\142 Sandy Beach Lane\1140R.rup Calc=MJ8 Front Door faces:BE vrrightsoft Right-J®Worksheet Job: 142 SB Lane Entire House Date: 10-17-2017 Florida Air Service& Engineering P(an: 1140R 150 Hilden Road 308,Ponte Vedra,FI 32081 Phone:904-823-9696 Web:WWW.NORTHFLORIDAAIR.COM 1 Room name M WIC Master 2 Exposed wall 12.0 ft 23.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 7.0 x 5.0 ft 13.0 x 10.0 ft 5 Room area 35.0 ft' 130.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft) Load number (Btuh/ft2-°F I (Btuh/ft2 I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross WP/S Heat Cool Gross WP/S Heat Cool 6 � 1D_c2ow 0.068 ne 2.55 1.43 40 40 102 57 0 0 0 0 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 1D-c2ow 0.570 ne 21.38 39.24. 0 0 0 0 0 0 0 0 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 11 VN12E-Osw 0.068 se 2.55 1.43 56 56 143 80 104 73 186 104 1D-c2ow 0.570 se 21.38 38.87 0 0 0 0 31 4 667 1213 1 D-c2ow 0.570 se 21.38 24.12 0 0 0 0 0 0 0 0 1D-c2ow 0.570 se 21.38 18.20 0 0 0 0 0 0 0 0 11DO 0.390 se 14.62 11.78 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 sw 2.55 1.43 0 0 0 0 80 80 204 115 Vtl 12E-Osw 0.068 nw 2.55 1.43 0 0 0 0 0 0 0 0 If_-0O 1 D-c2ow 0.570 nw 21.38 39.24 0 0 0 0 0 0 0 0 11DO 0.390 nw 14.62 11.78 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 1.20 1.72 35 35 42 60 0 0 0 0 C 166-7ad 0.112 4.20 6.01 0 0 0 0 130 130 546 782 F 22A-tpl 0.989 37.09 0.00 20 7 254 0 0 0 0 0 61 c)AED excursion 19 402 Envelope loss/gain 541 179 1603 2616 12 a) Infiltration 180 44 346 84 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 0 Subtotal(lines 6 to 13) 721 223 1948 3160 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 184 177 321 309 14 Subtotal 905 400 2269 3469 15 Duct loads 20% 20% 181 80 20% 20% 454 694 Total room I I Air required l equiir dload(cfm) I I I 103661 4891 I I 2791 I 41163 671 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wwrightsQfit' 2017-Oct-17 20:19:26 Right-Suite®Universal 2017 17.0.29 RSU09479 Page \Beaches Habitat\142 Sandy Beach Lane\1140R.rup Calc=MJ8 Front Door faces:SE - Wrightsoft° Right-J® Worksheet Job: 142 SB Lane Entire House Date: 10-17-2017 Florida Air Service& Engineering Pran: 1140R 150 Hilden Road 308,Ponte Vedra,FI 32081 Phone:904-823-9696 Web:VVM.NORTHFLORIDAAIR.COM 1 Room name M Linen Bed 3 2 Exposed wall 0 ft 21.0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 Room dimensions 3.0 x 5.0 ft 10.0 x 11.0 It 5 Room area 15.0 ft' 110.0 ft2 Construction U-value Or HTM Area (ft') Load Area (ft') Load number (81:01ft" I (Btuh/ft2 I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross WP/S Heat Cool Gross N/P/S Ty Heat Cool 6 -G 12E-Osw 0.068 ne 2.55 1.43 0 0 0 0 0 0 0 0 ID-clow 0:570 ne 21.38 39.24 0 0 0 0 0 0 0 0 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 11 V 12E-Osw 0.068 se 2.55 1.43 0 0 0 0 0 0 0 0 1D-c2ow 0.570 se 21.38 38.87 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 se 21.38 24.12 0 0 0 0 0 0 0 0 1D-c2ow 0.570 se 21.38 18.20 0 0 0 0 0 0 0 0 11D0 0.390 se 14.62 11.78 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 sw 2.55 1.43 0 0 0 0 88 88 224 126 12E-Osw 0.068 nw 2.55 1.43 0 0 0 0 80 64 164 92 1D-c2ow 0.570 nw 21.38 39.24 0 0 0 0 16 0 333 612 11 DO 0.390 nw 14.62 11.78 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.20 1.72 15 15 18 26 0 0 0 0 C 1613-7ad 0.112 4.20 6.01 0 0 0 0 110 110 462 662 F 22A-tpl 0.989 37.09 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion -2 _1 86 Envelope loss/gain 18 24 1184 1678 12 a) Infiltration 0 0 316 77 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 18 24 1500 1985 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -18 -24 177 168 14 Subtotal 0 0 1677 2153 15 Duct loads 20% 20% 0 0 20% 20% 335 431 Total room L I Air requiredoad(cfm) I I I OI OI I I 2012 671 21031 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1, righ tso ft• 2017-Oct-17 20:19:26 Rig ht-Su ite®U niv ersal 2017 17.0.29 RSU09479 Page 5 ...\Beaches Habitat\142 Sandy Beach Lane\1140R.rup Calc=MJB Front Door faces:SE m m O m 0 0 0 0 0 0 0 0 0 0 0 m 0 m m O 00 r O O r 0 o 00 N m O r LO r m N N L'>) -T m (7 of N 0 o a O N o U j� yr O ON m OOOOOOOOOOOOMN 77-0 O Lo L. ^ L0 Jv N N m� N C-4 l00 O J p v = N m N � d1 o j o x _ N �} 210000000000000ww o vT O r v o N oLLI n a m a o o E `000000000000000 o o L m V Lo n rn N 00 o N 7 000c0000000N oocqo rn o o 000 o n0n rcli N R �-�{ o cu C m m r N v C O O O U LD n00 X10 000 00 af70 0 N N rL w L Jm m M �(M+7 `m7 Cl) n M O o O OVIn O� O N N m N r _ N O x 7 O m m 0 0 0 o 0 0 o o 0 V O O O O m c U N r m o O v (q Q. o N m W •L O O o �� m 00 LOO 000 00 o m 0 00'7 o 0 0 o m m < LLL a0 n m N 0 co C = Lo w o `o a a m O ia = Z V a W f7VC Vt7 r�o mf0 c]�m N o m p N N N'7 LV N L�'t V'N 1-:r O O N LL AMM m MN PO'7�.-o O O' g m m m LO m m m N LO LO m N O O m O (")D')f`)L�Cq f`7(h(O'4'J LO(h(O N N O Cl)04 N N M N 0 WU �j co � _ cL O _L — m � 2 000 LU NN NN m dm a) O O O i O) LLCD m00 Om OOO Om m00 NN 01 d ui mnnrmrrrmmmnrn�'-m cd � � c .� c do ommLnoLnLnwmoommo�m Loc •L O -- o o o O o O o o o o o o o o 0 o O.Lp O �I= 0 La iL �.n U �� W m o¢ �m o a c c4 OC C = N C U C O O a d 33333333 333 my o `o m `o E 1. _ A O O N L N O O O N O 0 o m N O o N C C C O y _ N C E ONN NO NNN 00 0N0 coir N N L C O U U U U U U U N J > C d O O V L � E3m°'v Uc NdddNddd�NNd�'�� xx L�° E 'm Eh� m Ea�i m V' O C y='a(0 N L1❑J O C N .O- y `��'S O m ,L � O xo.O O O Q > W L N N V V 3 3. W C V W l0 O C co J J (7❑ F-a U U W O �Nc7 ALO m m r - 1- wrightsof#` Right-M Worksheet Job: 142 SB Lane Entire House Date: 10-17-2017 sy: Florida Air Service& Engineering Plan: 1140R 150 Hilden Road 308,Ponte Vedra,FI 32081 Phone:904-823-9696 Web:WWW.NORTHFLORIDAAIR.COM 1 Room name Bath 2 2 Exposed wall 9.0 ft 3 Room height 8.0 ft heat/cool 4 Room dimensions 6.0 x 9.0 ft 5 Room area 54.0 ft' Ty Construction U-value Or I HTM I Area (ft2) I Load I Area I Load number (Btuh/ftMF (Btuh/ftp or perimeter (ft) (Btuh) or perimeter Heat Cool Gross WP/S Heat Cool Gross WP/S Heat Cool L i 1 11 6 � 12E-Osw 0.068 ne 2.55 1.43 0 0 0 0 1 D-clow 0.570 ne 21.38 39.24 D 0 0 0 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 11 12E-Osw 0.068 se 2.55 1.43 0 0 0 0 1 D-c2ow 0.570 se 21.38 38.87 0 0 0 0 1 D-c2ow 0.570 se 21.38 24.12 0 0 0 0 1 D-c2ow 0.570 se 21.38 18.20 0 0 0 0 11D0 0.390 se 14.62 11.78 0 0 0 0 W 12E-Osw 0.068 sw 2.55 1.43 72 72 184 103 12E-0sw 0.068 nw 2.55 1.43 0 0 0 0 1 D-c2ow 0.570 nw 21.38 39.24 0 0 0 0 11D0 0.390 nw 14.62 11.78 0 0 0 0 C 16B-30ad 0.032 1.20 1.72 54 54 65 93 C 1613-7ad 0.112 4.20 6.01 0 0 0 0 F 22A-tpl 0.989 37.09 0.00 0 0 0 0 61 c)AED excursion 1 -18 Envelope loss/gain 248 178 12 a) Infiltration 135 33 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal(lines 6 to 13) 384 211 Less external load 0 0 Less transfer 0 0 Redistribution 398 378 14 Subtotal 782 589 15 Duct loads 20% 20% 156 118 L I Arrequi d(cfm) I I I Totl room load907 31 38 7281 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigfDtsoft' 2017-Oct-17 20:19:26 Right-Suite®Universal 2017 17.0.29 RSU09479 Page 7 ABeaches Habitat1142 Sandy Beach Lane\1140R.rup Calc=MJ8 Front Door faces:SE N lS locir Utility Kitchen bf r� 126 cfm 4 11 10 " 6 " tl fm ch 106 cfm 611 Great 106 cfm Job M 142 SB Lane Scale: 1 :48 Performed for: Florida Air Service & Engineering Page 1 Beaches Habitat 150 Hilden Road 308 Right-Sufte®Uni\ersal 2017 Ponte Vedra,FI 32081 17.0.29 RSU09479 Phone:904-823-9696 2017-Oct-17 20:19:41 V1M AORTHFLORIDAMR.COM ...Al42 Sandy Beach Lane11140... e N 2nd Floor Bed 3 Bed 2 12 x 10 12 x 10 103 cf 130 cfm 6 " 6 " Bath 2 o�ser 12 ' 411 11 MA 12 10 tt 167 cfm M L e Master 36 cf M WIC Job#: 142 SB lane Florida Air Service & Engineering Scale: 1 :48 Performed for: Page 2 Beaches Habitat 150 Hilden Road 308 RightSuite®Uni%ersal 2017 Ponte Vedra,FI 32081 17.0.29 RSUD9479 Phone:904-823-9696 2017-Oct-17 20:19:41 VWVVV.NORTHFLORIDAAIR.COM ...t\142 Sandy Beach Lane\1140... r Duct System Summary Job: 142 SB Lane 1Nr1Ftlf,Dft4+ Date: 10-17-2017 Entire House By: Florida Air Service & Engineering Plan: 1140R 150 Hilden Road 308,Ponta Vedra,FI 32081 Phone:904-823-9696 Web:VWVW.NORTHFLORIDAAIR.COM Project • • For: Beaches Habitat Heating Cooling External static pressure 0.25 in H2O 0.25 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.125/0.125 in H2O 0.125/0.125 in H2O Lowest friction rate 0.100 in/100ft 0.100 in/100ft Actual air flow 700 cfm 700 cfm Total effective length_(TEL) 126 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 1-A h 1782 59 28 0.100 4.0 Ox 0 VIFx 17.1 100.0 st3 Bath 2 h 938 31 28 0.100 4.0 Ox 0 VIFx 11.1 110.0 st2 Bea 2 c 3248 101 130 0.100 6.0 Ox 0 VIFx 13.9 110.0 st2 Bed 3 c 2583 67 103 0.100 6.0 Ox 0 VIFx 15.0 110.0 st2 Great-A h 3192 106 49 0.100 6.0 Ox 0 VIFx 16.2 100.0 st3 creat-B h 3192 106 49 0.100 6.0 Ox 0 VIFx 25.2 100.0 st3 Kitchen C 3158 101 126 0.100 6.0 Ox 0 VIFx 12.2 100.0 st3 M Wic h 1086 36 19 0.100 4.0 Ox 0 VIFx 15.8 110.0 st2 Master-A C 4163 91 167 0.100 7.0 Ox 0 VIFx 11.4 110.0 st2 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 373 252 0.100 685 10.0 0 x 0 VinlFlx st1 st1 Peak AVF 373 252 0.100 685 10.0 0 x 0 VinlFlx st2 Peak AVF 327 448 0.100 570 12.0 0 x 0 VinlFlx BOldlitalic values have been manually overridden .: W�'1 ht5oft' 2017-Oct-1720:19:26 !i Rig Universal 2017 17.0.29 RSU09479 Page 1 \Beaches Habitat\142 Sandy Beach Lane\1140R.rup Calc=MJ8 Front Door faces:SE Detafl,T�ible Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mad Trunk rb1 Ox 0 700 700 0 0.080 655 14.0 Ox 0 VIFx wri htSOft 2017-Oct-17 zo:ls: 9 Right-Suitere�Universa1201717.0.29RSU09479 Page ...\Beaches Habitat\142 Sandy Beach Lane\1140R.rup Calc=MJB Front Door faces:SE Residential System Sizing Calculation Summary Project Title: 142 SANDY BEACH LANE HABITAT-TRIPLEX-OUTSIDE-A-L-142A ATLANTIC BEACH , FL 32233 9/15/2017 Location for weather data: Jacksonville, FL -Defaults: Latitude(30.5) Altitude(30 ft.) Temp Range(M) Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature(TMY3 99%) 29 F Summer design temperature(TMY3 99%) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 41 F Summer temperature difference 20 F Total heating load calculation 16946 Btuh Total cooling load calculation 9685 Btuh Submitted heating capacity - %of calc Btuh Submitted cooling capacity %of calc Btuh Total (Electric Heat Pump) 138.7 23500 Sensible(SHR=0.75) 224.8 18000 Heat Pump+Auxiliary(O.OkW) 138.7 23500 Latent 357.6 6000 Total Electric Heat Pum 247.8 24000 WINTER CALCULATIONS Winter Heating Load for 1140 sqft) Load component Load v►'a�is(1s.1%) Window total 130 sqft 1599 Btuh Wall total 969 sqft 3069 Btuh cei°oys(aA%) Door total 40 sqft 754 Btuh Ceiling total 572 sqft 747 Btuh :d.m4%) Floor total 568 sqft 9192 Btuh Infiltration 35 cfm 1584 Btuh Duct loss 0 Btuh Subtotal 16946 Btuh Ventilation0 cfm 0 Btuh Fioorscsaz%) TOTAL HEAT LOSS 16946 Btuh Dooa(45^�) SUMMER CALCULATIONS Summer Cooling Load for 1140 sqft) Load component Load Window total 130 sqft 2402 Btuh Wall total 969 sqft 1677 Btuh CeilingsJ8B%) Door total 40 sqft 409 Btuh Ceiling total 572 sqft 820 Btuh Windovrs(24.8%) Floor total 0 Btuh YValls(17.3%) Infiltration 26 cfm 580 Btuh Internal gain 2120 Btuh Duct gain 0 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 8008 Btuh Latenfint(8:3%) Latent gain(ducts) 0 Btuh Latent gain(infiltration) 878 Btuh Latent gain(ventilation) 0 Btuh Infil.(15.Q5'°j Latent gain(internal/occupants/other) 800 Btuh Int.Gain(21.9%)] Total latent gain 1678 Btuh TOTAL HEAT GAIN 9685 Btuh EnergyGauge®System Sizing 8th Edition PREPARED BY: ' DATE: EnergyGauge®/USRCZB v5.1 Residential Window Diversity MidSummer Project Title: 142 SANDY BEACH LANE HABITAT-TRIPLEX-OUTSIDE-A-L-142A ATLANTIC BEACH , FL 32233 9/15/2017 Weather data for: Jacksonville :Defaults Summer design temperature 95 F Average window load for July 2272 Btuh Cooling setpoint 75 F Peak window load for July 3514 Btuh Summer temperature difference 20 F Excusion limit(130% of Ave.) 2953 Btuh Latitude 30.5 North Window excursion Jul 560 Btuh WINDOW Average and Peak Loads ;t iaii. iY�®.iJ®f�Yi.f.Y�YYli ..i Y.OY�i 1 ��:�� — —. __ is — —= — � — — — ' � —•— — -—•— - _ ._, — —'-- — ! .20 Ik i lndowL0.Rd:-BtibLiMitfor cursion f -- .2 'Hour. ve.irage i - i Total July Window Load(Radiation and conduction) This application has glass areas that produce large heat gains for part of the day. Variable air volume devices are required to overcome spikes in solar gain for one or more rooms. Install a zoned system or provide zone control for problem rooms. Single speed equipment may not be suitable for the application. EnergyGauge®System Sizing for Florida residences only PREPARED BY: A DATE: ' EnergyGauge®/USRCZB v5.1 Residential Window Diversity October Project Title: 142 SANDY BEACH LANE HABITAT-TRIPLEX-OUTSIDE-A-L-142A ATLANTIC BEACH , FL 32233 9/15/2017 Weather data for: Jacksonville -.Defaults Summer design temperature 95 F Average window load for October 2489 Btuh Cooling setpoint 75 F Peak window load for October 3889 Btuh Summer temperature difference 20 F Excusion limit(130% of Ave.) 3236 Btuh Latitude 30.5 North Window excursion October 653 Btuh WINDOW Average and Peak Loads F ISOM F - o at a a».c ssID a a�a aan.a�_ a as9■�a as9-■®■ -aisn■as■as,a m.c.asasq.a®.a®P ss9.a.asi East■assn a. f ip P J WD t. e e 1! D ..` .. . •. r .g r .1 ..e. . 10. 12— 14 16 , 1'8 20 I W—indowLoadi"E I) --®- Umitfor cursdon 12 Hour sAverage Total October Window Load(Radiation and conduction) Warning:This application has glass areas that produce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms.A zoned system may be required or some rooms may require zone control. EnergyGauge®System Sizing for Florida residences only PREPARED BY: ',. ta: DATE: ' EnergyGauge®/USRCZB v5.1 System Sizing Calculations - Wi-nter Residential Load - Whole.House Component Details Project-Title: 142 SANDY BEACH LANE HABITAT-TRIPLEX-OUTSIDE-A-L-142A ATLANTIC BEACH , FL 32233 Building Type: User 9/15/2017 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference:41.0 F (TMY3 99%) Component t d'a d s'- o Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 2, NFRC 0.30 Vinyl 0.30 SE 13.8 12.3 169 Btuh 2 2, NFRC 0.30 Vinyl 0.30 SE 118 12.3 169 Btuh 3 2, NFRC 0.30 Vinyl 0.30 SW 10.3 12.3, 127 Btuh 4 2, NFRC 0.30 Vinyl 0.30 SW 6.0 12.3 74 Btuh 5 2, NFRC 0.30 Vinyl 0.30 SE 15.5 12.3 191 Btuh 6 2, NFRC 0.30 Vinyl 0.30 SE 15.5 12.3 191 Btuh 7 2, NFRC 0.30 Vinyl 0"130 SW 10.3 12.3 . 127 Btuh 8 2, NFRC 0.30 Vinyl 0.30 SW 13.8. 12.3 169 Btuh 9 2, NFRC 0.30 Vinyl 0.30 NW 15.5 12.3 191 Btuh 10 2; NFRC 0.30 Vinyl 0.30 NW 15.5 12.3 191 Btuh Window Total 130.0(sqft) 1599 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame-Wood -Ext (0.077) 19:0/0i0 112 3.17 356 Btuh 2 "Frame-Wood -Ext (0.077) 19 0/0.0 233 3.17 738 Btuh 3 'Frame-Wood -Ext (0.077) 19.0/0.0 140 3.17 444 Btuh 5 Frame-Wood -Ext (0.077) 19.0/0.0 129 3.17 409 Btuh 6 Frame-Wood -Ext (0.077) 19.0/0.0 225 3.17 714 Btuh 7 Frame-Wood -Ext (0.077) 19.0/0.0 129 3.17 409 Btuh Wall Total 969(sqft) 3069 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated- Exterior, m (0.460) 20 18.9 377 Btuh 2 Insulated- Exterior, m (0.460) 20 18.9 377 Btuh Door Total 401sqft) 75413tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shing (0.032) 30.0/0.0 572 1.3 747 Btuh Ceilinci Total 572(sqft) 74713tuh Floors Type Ueff. R-Value Size X HTM= Load Slab On Grade (1.180) 0.0 190.0 ft(perim.) 48.4 9192 Btuh Floor Total 568 sqft 9192 Btuh Envelope Subtotal: 15361 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.23 9120 1.00 35.2 1584 Btuh Duct load Average sealed, R6.0, Supply(Con), Return(Con) (DLM of 0.000) 0 Btuh All Zones Sensible Subtotal All Zones 16946 Btuh EnergyGaugeg)/USRCZB v5.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 142 SANDY BEACH LANE HABITAT-TRIPLEX-OUTSIDE-A-L-142A ATLANTIC BEACH , FL 32233 Building Type: User 9/15/2017 HOLE HOUSEiTO.TALS _ Subtotal Sensible Heat Loss 16946 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 16946 Btuh EQUIPMENT :=°: '.,.; • , . _ .- - - 1. Electric Heat Pump # 23500 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®/USRCZB v5.1 Page 2 system Slzo'ng CalcWations ® Summer Residential Load - Whole House Component Details Project Title: 142 SANDY BEACH LANE HABITAT-TRIPLEX-OUTSIDE-A-L-142A ATLANTIC BEACH , FL 32233 9/15/2017 Reference City: Jacksonville, FL Temperature Difference: 20.OF(TMY3 99%) Humidity difference: 49gr. Component}Loads fdr-Whok4.House Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len H Gross Shaded Unshaded Shaded Unshaded 1 2 NFRC 0.30,0.30 B-L No SE 6.Oft I.Oft 13.8 13.8 0.0 9 20 123 Btuh 2 2 NFRC 0.30,0.30 B-L No SE 6.Oft l.Oft 13.8 13.8 0.0 9 20 123 Btuh 3 2 NFRC 0.30,0.30 B-L No SW l.Oft I.Oft 10.3 1.2 9.1, 9 20 192 Btuh 4 2 NFRC 0.30,0.30 B-L No SW I.Oft l.Oft 6.0 1.2 4.8 9 20 106 Btuh 5 2 NFRC 0.30,0.30 B-L No SE 6.Oft I.Oft 15.5 15.5 0.0 9 20 139 Btuh 6 2 NFRC 0.30,0.30 B-L No SE 6.Oft l.Oft 15.5 15.5 0.0 9 20 139 Btuh 7 2 NFRC 0.30,0.30 B-L No SW l.Oft I.Oft 10.3 1.2 9.1 9 20 192 Btuh 8 2 NFRC 0.30,0.30 B-L No SW I.Oft 1.0ft 13.8 1.6 12.2 9 20 256 Btuh 9 2 NFRC 0.30,0.30 B-L No NW l.Oft 1.0ft 15.5 0.0 15.5 9 18 286 Btuh 10 2 NFRC 0.30,0.30 B-L No NW I.Oft l.Oft 15.5 0.0 15.5 9 18 286 Btuh Excursion 560 Btuh Window Total 130(sqft) 2402 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame-Wood-Ext 0.08 19.0/0.0 112.4 1.7 195 Btuh 2 Frame-Wood-Ext 0.08 19.0/0.0 233.0 1.7 403 Btuh 3 Frame-Wood-Ext 0.08 19.0/0.0 140.0 1.7 242 Btuh 5 Frame-Wood-Ext 0.08 19.0/0.0 129.0 1.7 223 Btuh 6 Frame-Wood-Ext 0.08 19.0/0.0 226.2 1.7 390 Btuh 7 Frame-Wood-Ext 0.08 19.0/0.0 129.0 1.7 223 Btuh W611 Total 969 (sqft) 1677 Btuh Doors Type Area (sqft) HTM Load 1 Insulated-Exterior 20.0 10.2 205 Btuh 2 Insulated Exterior 20.0 10.2 205 Btuh Door Total 40 (sqft) 409 Btuh Ceilings Type/Color/Surface U-Value lue Area(sqft) HTM Load ' I Vented Attic/Light/Shingle 0.032 30.0/0.0 572.0 1.43 820 Btuh Ceiling Total 572 (sqft) 820 Btuh Floors Type R-Value Size , HTM -Load 1 Slab On Grade 0.0 568(ft-perimeter) 0.0 0 Btuh Floor Total 568.0 (sqft) 0 Btuh Envelope Subtotal: 5308 Btuh Infiltration Type Average ACH Volume(cuft)Wall Ratio CF' M= Load Natural 0.17 9120 1 26.4 580 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 1200 2120 Btuh Sensible Envelope Load: 8008 Btuh Duct load Average sealed,Supply(R6.0-Condi),Return(R6.0-Condi) (DGM of 0.000) 0 Btuh SensibleLoad All Zones 8008 Btuh EnergyGaugeS/US RCZI3 v5.1 Pagel Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL JACKSONVILLE_INTL ARPT 142 SANDY BEACH LANE HABITAT-TRIPLEX-OUTSIDE-A-L-142A ATLANTIC BEACH , FL 32233 9/15/2017 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 8008 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 8008 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 8008 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 878 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain(4.0 people @-200 Btuh per person) 800 Btuh Latent other gain 0 Btuh Latent total gain 1678 Btuh TOTAL GAIN 9685 Btuh EQUIPMENT 1. Central Unit # 24000 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('/)) (Ornt-compass orientation) version 8 EnergyGauge®/USRCZB v5.1 Page 2 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Project Title: 142 SANDY BEACH LANE HABITAT-TRIPLEX-OUTSIDE-A=L-142A ATLANTIC BEACH , FL 32233 Building Type: User 9/15/2017 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference: 41.0 F (TMY3 99%) Component Loads_for 'M#_ .1st,Floor Window Panes/Type' `` Frame _U Orientation Area s ft X HTM= Load 1 2, NFRC 0.30 Vinyl 0.30 SE 13.8 12.3 169 Btuh 2 2, NFRC 0.30 Vinyl 0.30 SE 13.8 12.3 169 Btuh 3 2, NFRC 0.30 Vinyl 0.30 SW 10:3 12.3 127 Btuh 4 2, NFRC 0.30 Vinyl 0.30 SW 6.0 12.3 74 Btuh Window Total:. 43.9 s ft 540 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (CaV/Sh) 1 Frame:Wood -Ext (0.077) 19.0/0.0 112 3.17 356 Btuh 2 Frame-Wood - Ext (0.077) 19.0/0.0 233 3.17 738 Btuh 3 Frame-Wood -Ext (0.077) 19.0/0.0 140 3.17 444 Btuh Wall Total 485 s ft 1538 Btuh Doors Type Storm U0.. Area, X HTM= Load 1 Insulated-Exterior, m (0.460) 20 18.9 377 Btuh 2 Insulated- Exterior, m (0.460) 20 18.9 377 Btuh Door Total 40 s ft 7546tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shing -(0.032) 30:0/0.0 572 1.3 747 Btuh Ceilin Total 572 s ft 74713tuh Floors Type Ueff. R-Value Size X HTM= Load 1. Slab On Grade (1.180) 0.0 190.0 ft(perim.) 48.4 9192 Btuh Floor Total 568 s ft 9192 Btuh Room Envelope Subtotal: 12771 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.23 4544 0.50 17.6 794 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Return(R6.0-Cond.) (DLM of 0.000) 0 Btuh Room#1 Sensible Room Subtotal 13565 Btuh. EnergyGauge®'/USRCZB v5.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 142 SANDY BEACH LANE HABITAT-TRIPLEX-OUTSIDE-A-L-142A ATLANTIC BEACH , FL 32233 Building Type: User 9/15/2017 ComponentLoads #2:-'2nd*FIodr,,,-- -,,-.�s'- o . WindowPanes/Type Frame U Orientation Area(sqm X HTM= Load 5 2, NFRC 0.30 Vinyl 0.30 SE 15.5 12.3 191 Btuh 6 2, NFRC 0.30 Vinyl 0.30 SE 15.5 12.3 191 Btuh 7 2, NFRC 0.30 Vinyl 0.30 SW 10.3 12.3 127 Btuh 8 12, NFRC 0.30 Vinyl 0.30 SW 13.8 12.3 169 Btuh 9 2, NFRC 0.30 Vinyl 0.30 NW 15.5 12.3 191 Btuh 10 2, NFRC 0.30 Vinyl 0.30 NW 15.5 12.3 191 Btuh Window Total 86.1(sqffl 1059 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 5 Frame-Wood -Ext (0.077) 19.0/0.0 129 3.17 409 Btuh 6 Frame-Wood -Ext (0.077) 19.0/0.0 225 3.17 714 Btuh 7 Frame-Wood -Ext (0.077) 19.0/0.0 129 3.17 409 Btuh Wall Total 483(sqft) 1531 Btuh Room Envelope Subtotal: 2590 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.23 4676 0.50 17.5 790 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Retum(R6.0-Cond.) (DLM of 0.000) 0 Btuh Room#2 Sensible Room Subtotal 3380 Btuh H.%e1H ,i Subtotal ug-E, LS,,,," JW Subtotal Sensible Heat Loss 16946 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 16946 Btuh EQUIPMENT 1. Electric Heat Pump # 23500 Btuh EnergyGaugeS USRCZB v5.1 Page 2 t Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 142 SANDY BEACH LANE HABITAT-TRIPLEX-OUTSIDE-A-L-142A ATLANTIC BEACH , FL 32233 Building Type: User 9/15/2017 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-(Manual]Heat Transfer Multiplier) Version 8 EnergyGauge®/USRCZB v5.1 Page 3 Residential Load - Room by Room Component Details Project Title: 142 SANDY BEACH LANE HABITAT-TRIPLEX-OUTSIDE-A-L-142A ATLANTIC BEACH , FL 32233 9/15/2017 Reference City: Jacksonville, FL Temperature Difference: 20.OF(TMY3 99%) Humidity difference: 49gr. =;Com olnent"toads for Room#1:_;1st Floor p Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2 NFRC 0.30,0.30 B-L No SE 6.0ft 1.0ft 13.8 13.8 0.0 9 20 123 Btuh 2 2 NFRC 0.30,0.30 B-L No SE 6.Oft 1.0ft 13.8 13.8 0.0 9 20 123 Btuh 3 2 NFRC 0.30,0.30 B-L No SW 1.0ft 1.0ft 10.3 1.2 9.1 9 20 192 Btuh 4 2 NFRC 0.30,0.30 B-L' No SW 1.0ft 1.0ft 6.0 1.2 4.8 9 20 106 Btuh Window Total 44 (sqft) 545 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame-Wood-Ext 0.08 19.0/0.0 112.4 1.7 195 Btuh 2 Frame-Wood-Ext 0.08 19.0/0.0 233.0 1.7 403 Btuh 3 Frame-Wood-Ext 0.08 19.0/0.0 140.0 1.7 242 Btuh Wall Total 485 (sqft) 840 Btuh Doors Type Area (sqft) HTM Load 1 Insulated-Exterior 20.0 10.2 205 Btuh 2 Insulated-Exterior 20.0 10.2 205 Btuh Door Total 40 (sqft) 409 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Shingle 0.032 30.0/0.0 572.0 1.43 820 Btuh Ceiling Total 572 (sqft) 820 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 568(ft-perimeter) 0.0 0 Btuh Floor Total 568.0 (sqft) 0 Btuh Zone Envelope Subtotal: 2614 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.17 4544 0.50 13.2 290 Btuh Internal Occupants Btuh/occupant Appliance Load gain 0 X 230 + 1200 1200 Btuh Sensible Envelope Load: 4104 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Return(R6.0-Cond.) (DGM of 0.000) 0 Btuh Sensible Zone Load 4104 Btuh EnergyGauge®/USRCZB v5.1 Page 1 Manual J summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_JACKSONVILLE_INTL ARPT 142 SANDY BEACH LANE HABITAT-TRIPLEX-OUTSIDE-A-L-142A ATLANTIC BEACH , FL 32233 9/15/2017 ,ComponehULoads°for Room#2: 2nd Floor - 4 Type* Overhang Window Area(sqft) HTM Load Window 'Panes SHGC U InSh IS Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 5 2 NFRC 0.30,0.30 B-L No SE 6.Oft 1.0ft 15.5 15.5 0.0 9 20 139 Btuh 6 2 NFRC 0.30,0.30 B-L No SE 6.Oft 1.0ft 15.5 15.5 0.0 9 20 139 Btuh 7 2 NFRC 0.30,0.30 B-L No SW 1.0ft 1.0ft 10.3 1.2 9.1 9 20 192 Btuh 8 2 NFRC 0.30,0.30 B-L No SW 1.0ft 1.0ft 13.8 1.6 12.2 9 20 256 Btuh 9 2 NFRC 0.30,0.30 B-L No NW 1.0ft 1.0ft 15.5 0.0 15.5 9 18 286 Btuh 10 2 NFRC 0.30,0.30 B-L No NW 1.0ft 1.0ft 15.5 0.0 15.5 9 18 286 Btuh Window Total 86 (sqft) 1297 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 5 Frame-Wood-Ext 0.08 19.0/0.0 129.0 1.7 223 Btuh 6 Frame-Wood-Ext 0.08 19.0/0.0 225.2 1.7 390 Btuh 7 Frame-Wood-Ext 0.08 19.0/0.0 129.0 1.7 223 Btuh Wall Total 483 (sqft) 836 Btuh Zone Envelope Subtotal. 2134 Btuh-� Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.17 4576 0.50 13.2 289 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 0 920 Btuh Sensible Envelope Load: 3343 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Return(R6.0-Cond.) (DGM of 0.000) 0 Btuh Sensible Zone Load 3343 Btuh The following Window Excurslon'wlll be assigned to the system loads Windows July excursion for System 1 560 Btuh Excursion Subtotal: 560 Btuh Duct load 0 Btuh Sensible Excursion Load 560 Btuh EnergyGauge®/USRCZB v5.1 Page 2 Manual J Summer Calculations Residential Load Component Details (continued) Project Title: Climate:FL JACKSONVILLE_INTL_ARPT 142 SANDY BEACH LANE HABITAT-TRIPLEX-OUTSIDE-A-L-142A ATLANTIC BEACH , FL 32233 9/15/2017 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 8008 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 8008 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 8008 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 878 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain(4.0 people @ 200 Btuh per person) 800 Btuh Latent other gain 0 Btuh Latent total gain 1678 Btuh TOTAL GAIN 9685 Btuh E4UIPMOT _ 1. Central Unit # 24000 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 ,F,, (IS-Insect screen:none(N),Full(F)or Half('/Z)) �,' (Ornt-compass orientation) - Version 8 EnergyGauge®/USRCZB v5.1 Page 3 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA Project Name: OceanGate: Tri- lex"C" Permit# R&S 17^ G1 ?5- OFFICE C0PY Project Address: 42146,152 Sandy Beach Lane, COAB, 32233 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approyal may be obtained at: www.floridabuilding_org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging Masonite Steel Door FL4904 2. Sliding 3. Sectional 4. Roll up Clopay Garage Door-HDG FL5684.10 5. Automatic 6. Other B. WINDOWS 1. Single hung Atrium Single Hung Window FL11834.10 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11.. Dual action 12.. Other PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA C. PANEL WALL 1. Siding James Hardie Cem lank siding FL13192.1 2. Soffits Crane Vinyl Soffit FL2495-R1 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco Acrocrete Synthetic finish coat 11. Other D.ROOFING PRODUCTS 1. Asphalt shingles GAF 30 yr architectural FL10124 2. Underlayments RhinoRoof Syn. Underlayment FL15216 3. Roofing fasteners 4. Nonstructural metal roof Millenia Metals Form rolled metal FL5211.2 R4 5. Built-up roofing 6. Modified bitumen Certainteed Flintlastic SA FL2533 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coasts 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other E. SHUTTERS 1. Accordion Shutter Shield Accordion FL9569.1 2. Bahama 3. Storm panels Madden Mfg. Storm Panels FL5329.1 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor Simpson Strong- H16S FL1423.6 Tie MTS 12 FL474.253 2. Truss plates MiTek Industries Truss Plates FL2197 3. Engineered lumber Tus-Joist- Engineered Lumber FL1630 We erhauser 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight 2. Other H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturer,product description and State approval number for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions, along with the list above, on the job site available to the inspector. The products listed below did not demonstrate product approval at time of plan review. I understand that before these products can be inspected, they must be submitted for review for code compliance and approved by a Plans Examiner. This form will be revised to include each new product in the categories listed above and will be highlighted to indicate the new products and required information. Authorized Project Agent: Robert Peterson; Director of Construction (Contractor or Design Professional) (Print Name) (Signa re Company Name: Beaches Habitat for Humanit Mailing Address: 797 MMyport Road PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA City: Atlantic Beach State: FL Zip Code:_32233 Telephone Number: 904 241-1222 Fax Number: (904 ) 241-4310 Cell Phone Number: 904 334-1202 E-mail Address: rpeterson ,beacheshabitat.org CITY OF ATLANTIC BEACH Ss� 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904) 247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 10.12.2017 OFFICE COPY Permit#: RES17-(0195, 0196, 0197) Site Address: 142, 146, 152 Sandy Beach Lane Site 2768 State Rd. AIA#701,A.B. Review: 1 Address: RE#: Phone: 595-5798 Email: r eterson beacheshabitat.or Applicant: 201 Mayport Const. Manag., Homeowner: Beaches Habitat for Humanity LLC CORRECTION COMMENTS: These are plan review comments from 1 of 4 departments reviewing this permit application. 1. aTulfiluetand-engi-meering 2. In n the cover page ofLthhet en ineering structural page CS is incorrect. Under CODES & DESIGN STANDARDS, t e MOPHDA BUILDIN - A BUILDING COD , are no longer in-u-s-e.—Pre-a-s-e-re-s-u-Um—it page CS with the current Florida Building Code. op' . -- /C�-a �- (-2 /V\ 3. -P-le-ase-s u t ire�gy c wire de, R Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 Ernadir/ 12-eUi e1 OFFICE COPY 201 '7 Mr. Dan Arlington Building Official City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Dan Attached are the following materials in support of Beaches Habitat application for the building permit : Triplex"C", Block#1 Lots# 10,9,8 #142, 146, 152 Sandy Beach Lane, COAB 1) One (1) copy of the Building Permit Application each unit 2) Two (2) copies of roof truss plans 3) Two (2) copies of HVAC Energy Sheets— – ` a 4) Two (2) copies of the Florida Product Approval form rn'�iv�o� -u� 5) One (1) copy of recorded Notice of Commencement 6) One (1) copy of letter to Kayle Moore regarding fire sprinkler/irrigation systems. 7) Five (5) copies of the Construction Management Plan 8) Two (2) copies of architectural plans 9) Two (2) copies of structural engineering plans 10)Five (5) copies of civil engineering plans 11)Two (2) copies R.O.W. Permit Please let me know if any additional information is required. Thank you, Sincerely, Ro erteterson, Construction Director 904.334.1202 attachments ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MIS .MiTek OFFICE COPY RE: 1213846 - MITek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Habitat for Humanity Project Name: 1213846 Model: Triplex C Lot/Block: 142,145,152 Subdivision: N/A Address: 142,145,and 152 Sandy Beach Lane City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Michael G. Holder License#: 16215 Address: 44161 Woodridge Dr City: Callahan State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: 55.0 psf This package includes 46 individual, Truss Design Drawings and 0 Additional"D`rawings:�"� "° r — With my seal affixed to this sheet, I hereby certify thafT`at`nghd1Truss-,D-esign�Enr inaemand4hisdndex Sheat-,,,-'aye dl for conforms to 61 G 15-31.003, section 5 of the Florida Boart]�Of`profess(o� I Engrn`�ers�Rules F; � }r _ �r '' nd No. Seal# Truss Name Date No. Seal# Del r s lila"�i ''°` '�t�e t not IPS, "' the e'I`: >�:. Engineer's resp,n,L �. preparation of said docs:rnc;,ts, nor relieve 1 T12019669 CJ01 9/13/17 18 T12019686 rH rri--errors cpMMels7on within the sarne. 2 T12019670 CJ02 9/13/17 19 T120196 9 9/13/17 3 1 T12019671 1 CJ03 9/13/17 120 1 Ti 8 ` F 119)VEDM/.t7V:D AS DOTED ❑ NO`9 PPROVED 14 1 T12019672 1 CJ04 19/13/17 121 I T12019689T -1 — 97131 15 1 T12019673 1 CJ05 19/13/17 122 1 T12019690 1 F12 9/13/17 16 1 T12019674 1 CJ06 19/13/17 123 1 T120106011 F13 !,9/.13/1'7 1 17 1 T12019675 1 CJ07 19/13/17 124 1 T12019692 1 F14 19/13/17 18 1 T12019676 1 EJ01 19/13/17 125 I T12019693 I F15 19/13/17 1 19 IT12019677 J EJ02 19/13/17 J26 1T12019694`1 F16 1-9/-1,3/17 110 I T12019678 J EJ03 19/13/17 127 1 T12019695 1 F17 19/13/17 Ill I T12019679 1 F01 19/13/17 128 I T12019696 J F18 19/13/17 712019680 F02 9/13/17 29 71201969 7= F19 -s -Or/13/1712 13 1 T12019681 I F03 9/13/17 130 IT120196981120 9/13/17 r ,,�yt, T 114 1 T12019682 1 F04 19/13/17 131 I T120 9f99 '2 7 r._; 9/i�3I17 115 I T12019683 I F05 19/13/17 132 T12087t70=f`F2.2=-`�' �x9l13y 7 _ '_f 116 I T12019684 I F06 19/13/17 133 1 T12019701 1 HJ01 19/13/17 117 I T12019685 I F07 19/13/17 134 1 T12019702 1 HJ02 19/13/17 The truss drawing(s)referenced above have been prepared by � ER P. MiTek USA, Inc. under my direct supervision based on the parameters �� Q.� .•........ provided by Builders FirstSource-Jacksonville. ��.` .V�GEN •.;L �•,� Truss Design Engineer's Name: Finn, Walter !J0 8 My license renewal date for the state of Florida is February 28,2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the O:. STATE OF :�� designs comply with ANSI TPI 1. These designs are based upon parametersT�•.'c� O ��e,` shown(e.g.,loads,supports,dimensions,shapes and design codes),which were 0i��Si O R I C? given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer wafter P.Finn PE No.22839 should verify applicability of design parameters and properly incorporate these designs MITek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: September 13,2017 Finn,Walter 1 of 2 RE: 1213846 - Site Information: Customer Info: Habitat for Humanity Project Name: 1213846 Model: Triplex C Lot/Block: 142,145,152 Subdivision: N/A Address: 142,145,and 152 Sandy Beach Lane City: Duval State: Florida No. I Seal# Truss Name I Date 35 1 T12019703 1 HJ03 19/13/171 136 I T12019704 I T01 19/13/17 137 I T12019705 I T02 19/13/17 138 I T12019706 I T03 19/13/17 139 I T12019707 I T04 19/13/17 140 I T12019708 I T05 19/13/17 1 141 I T12019709 I T06 19/13/17 1 142 I T12019710 I T07 19/13/17 143 I T12019711 I T08 19/13/17 J 144 I T12019712 I T09 19/13/17 145 I T12019713 I T10 19/13/17 1 146 1 T12019714 1 T11 19/13/17 2of2 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 1213846- MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Habitat for Humanity Project Name: 1213846 Model: Triplex C Tampa, FL 33610-4115 Lot/Block: 142,145,152 Subdivision: N/A Address: 142,145,and 152 Sandy Beach Lane City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Michael G. Holder License#: 16215 Address: 44161 Woodridge Dr City: Callahan State: Florida General Truss Engineering Criteria& Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: 55.0 psf This package includes 46 individual, 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 611315-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date No. Seal# Truss Name I Date 1 IT12019669 ICJ01 9/13/17 118 1 T12019686 1 F08 19/13/17 12 I T12019670 I CJ02 19/13/17 119 I T12019687 I F09 19/13/17 1 13 I T12019671 I CJ03 19/13/17 120 I T12019688 I F10 19/13/17 1 1_I T12019672 I CJ04 19/13/17 121 1 T12019689 1 F11 19/13/17 1 15 I T12019673 I CJ05 19/13/17 122 I T12019690 I F12 19/13/17 1 16 I T12019674 I CJ06 19/13/17 123 I T12019691 I F13 19/13/17 1 17 I T12019675 I CJ07 19/13/17 124 1 T12019692 I F14 19/13/17 1 18 I T12019676 I EJ01 19/13/17 125 1 T12019693 1 F15 19/13/17 1 19 IT12019677 I EJ02 19/13/17 126 I T12019694 I F16 19/13/17 1 110 1 T12019678 I EJ03 19/13/17 127 I T12019695 1 F17 19/13/17 1 11 IT12019679 I F01 19/13/17 128 1 T12019696 I F18 19/13/17 1 12 I T12019680 I F02 19/13/17 129 I T12019697 I F19 19/13/17 1 113 I T12019681 I F03 19/13/17 130 1 T12019698 1 F20 19/13/17 1 114 I T12019682 I F04 19/13/17 131 1 T12019699 1 F21 19/13/17 1 115 I T12019683 I F05 19/13/17 132 I T12019700 I F22 19/13/17 I 116 I T12019684 I F06 19/13/17 133 I T12019701 I HJ01 19/13/17 117 I T12019685 I F07 19/13/17 134 I T12019702 I HJ02 19/13/17 The truss drawing(s)referenced above have been prepared by !!10 P. MiTek USA,Inc.under my direct supervision based on the parameters provided by Builders FirstSource-Jacksonville. `4.`' ..•VC,E Ns •ti Truss Design Engineer's Name: Finn, Walter :• No 22$3:8 lot My license renewal date for the state of Florida is February 28,2019. IMPORTANT NOTE:The seal on these truss component designs is a certification -0' ' that the engineer named is licensed in the jurisdiction(s)identified and that the STATE OF designs comply with ANSI/TPI 1. These designs are based upon parameters 40 ;<\ •S` . Q shown(e.g.,loads,supports,dimensions,shapes and design codes),which were **ids• O R k �� given to MiTek. An V. le reference purposeponly and was not taken tinto acco account inothe�preparation tof customers ,��is� N Ai`��1�,1 these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer WalterP Finn PE).22nD should verify applicability of design parameters and properly incorporate these designs MitekljSA,Inc.fC Ceit 6634 . into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Bivd:Tanipa.FL33610. Date:. September 13,2017 Finn,Walter 1 of 2 RE: 1213846 - Site Information: Customer Info: Habitat for Humanity Project Name: 1213846 Model: Triplex C Lot/Block: 142,145,152 Subdivision: N/A Address: 142,145,and 152 Sandy Beach Lane City: Duval State: Florida No. Seal# ITruss Name I Date 35 IT12019703 I HJ03 9/13/17 136 IT12019704 I T01 19/13/17 137 IT12019705 I T02 19/13/17 I 138 IT12019706 I T03 19/13/17 I 139 IT12019707 I T04 19/13/17 1 140 IT12019708 I T05 19/13/17 1 141 IT12019709 I T06 19/13/17 1 142 IT12019710 I T07 19/13/17 1 143 IT12019711 I T08 19/13/17 I 144 IT12019712 I T09 19/13/17 1 145 IT12019713 I T10 19/13/17 1 146 IT12019714 I T11 19/13/17 1 2 of 2 Job Truss Truss TypeQty Ply T12019669 1213846 0,101 Jack-Open Truss 8 1 ' LbReference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MTek Industries,Inc.Wed Sep 13 14:47:35 2017 Page 1 ID:_8kMQOgICcvBYV7m4?iycCyToxk-p6MTR6DH9L1TRSxGOWFdl9mohjDT7HK4pf oglye14s -2-M 1-0-0 2-0-0 1-0-0 Scale=1:6.8 3 4.00 12 2 d 4 1 3x4 = 1-0-0 1-0-0 Plate Offsets(X,Y)— 12:0-1-6.Edoe1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) 0.00 2-4 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2014lrP12007 (Matrix) Weight:6 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=269/0-5-8 (min.0-1-8),4=-95/Mechanical Max Horz 2=70(LC 8) Max Uplift 2=-303(LC 8),4=-95(LC 1) Max Grav 2=269(LC 1),4=125(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.ll;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 303 Ib uplift at joint 2 and 95 Ib uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with N17elc9 connectors.This design is based only upon parameters shown,and is for an individual building component,not �- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ��'r�k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIrrPN Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019670 1213846 CJ02 Jack-Open Truss 8 1 Lb Reference(optional) - Builders FirstSource,Jacksonville,A 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MTek Industries,Inc.Wed Sep 13 14:47:35 2017 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-p6MTR6DH9L1TRSxGOWFd19mogFE7HK4pf oglye14s -2-0-0 3-0-0 2-0-0 3-0-0 Scale=1:10.1 3 4.00 12 n c� cb m c5 o 2 d 2x4 = 4 1 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014ITP12007 (Matrix) Weight:12 Ib FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=29/Mechanical,2=254/0-3-8 (min.0-1-8),4=14/Mechanical Max Horz 2=97(LC 8) Max Uplift 3=-36(LC 12),2=-232(LC 8) Max Grav 3=29(LC 1),2=254(LC 1),4=42(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.ll;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 Ib uplift at joint 3 and 232 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019671 1213846 cJ03 Jack-Open Truss 8 1 Lb Referenceo do a Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MTek Industries,Inc.Wed Sep 13 14:47:36 2017 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-HlvrfSDvvf9K3cWSyEmsgNJzy7ZBskZD1 JjLMTye 14r -2-0-0 5-M 2-M 5-0-0 Scale=1:13.4 3 4.00 12 2 �I 1 2x4 = 4 5-M 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.06 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=102/Mechanical,2=299/0-3-8 (min.0-1-8),4=24/Mechanical Max Horz 2=132(LC B) Max Uplift 3=-99(LC 12),2=-240(LC 8) Max Grav 3=102(LC 1),2=299(LC 1),4=72(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Extedor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 99 Ib uplift at joint 3 and 240 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M�'`��' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSlITP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019672 1213846 CJ04 JACK-OPEN TRUSS 4 1 Lb Reference o tional ' Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:37 2017 Page 1 ID:_8kMQOgl CcvBYV7m4?iycCyToxk-IUTDsnEXgzHAgm5fVxH5Nar8zwy?bBpNGzTvuwyel4q 2-0-0 , 1-0-0 2-0-0 1-0-0 Scale=1:11.2 3 4.00 12 2x6 2 n' 1 0 Ll05 5 6 4 2x4 11 i 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:8 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6=302/0-5-8 (min.0-1-8),3=104/Mechanical,5=-25/Mechanical Max Horz.6=60(LC 9) Max Uplift 6=-272(LC 8),3=-104(LC 1),5=-25(LC 1) Max Grav 6=302(LC 1),3=104(LC 8),5=11(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=266/378 NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.ll;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 272 Ib uplift at joint 6,104 Ib uplift at joint 3 and 25 Ib uplift at joint 5. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is far an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 JobTruss Truss Type Qty Ply T12019673 1213846 CJ05 JACK-OPEN TRUSS 4 1 Lb a erence o do al Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:37 2017 Page 1 I D:_SkMQOgl CcvBYV7m4?iycCyToxk-IUTDsnEXgzHAgm5fVxH5Nar9UVvW PbBpNGzTvvwyel4q 2-M 1-0-0 Scale=1:6.8 3 3.00 12 2 C6 C5 1 4 >< 24 = 1-6-0 1-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) 0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2014rrP12007 (Matrix) Weight:8 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=240/0-5-8 (min.0-1-8),4=-34/Mechanical Max Horz 2=61(LC 8) Max Uplift 2=-258(LC 8),4=-34(LC 1) Max Grav 2=240(LC 1),4=53(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 258 Ib uplift at joint 2 and 34 Ib uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. LOAD CASE(S) Standard ®WARNING-Verrry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall rat building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019674 1213846 CJ06 JACK-OPEN TRUSS 4 1 JobReference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 Mfrek Industries,Inc.Wed Sep 13 14:47:37 2017 Page 1 ID:_8kMQOgl CcvBYV7m4?iycCyToxk-IUTDsnEXgzHAgm5fVxH5Nar8?WxibBpNGzTvvwyel4q -2-0-0 3-M 2-0-0 3-M Scale=1:9.9 3 3.00 12 v d 2 d d m o 1 2x6= 4 i 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014frP12007 (Matrix) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=29/Mechanical,2=253/0-3-8 (min.0-1-8),4=14/Mechanical Max Horz 2=73(LC 8) Max Uplift 3=-33(LC 12),2=-233(LC 8) Max Grav 3=29(LC 1),2=253(LC 1),4=42(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.ll;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 Ib uplift at joint 3 and 233 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suftabiifty and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not �- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing h e9�T�i�R° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYi 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSMI Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019675 1213846 CJ07 JACK-OPEN TRUSS 4 1 Lb Refere ce o tionat Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:38 2017 Page 1 I D:_8kMQOglCcvBYV7m4?iycCyToxk-Dh1 c47FARGP 1lvgr3fpKvoOJIwFfKe3VWdCSRMye 14p 2-0-0 5-0-0 Scale=1:13.2 3 3.00 12 v 2 1 2x6 = 4 5-M 5-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.06 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC20141TP12007 (Matrix) Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=103/Mechanical,2=298/0-3-8 (min.0-1-8),4=24/Mechanical Max Horz 2=98(LC 8) Max Uplift 3=93(1_C 12),2=244(1_C 8) Max Grav 3=103(LC 1),2=298(LC 1),4=72(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vu@=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.ll;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 93 Ib uplift at joint 3 and 244 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED IINTEK REFERENCE PAGE 411.7473 rev.1010312015 BEFORE USE. Design valid for use onlywith MiTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall ■ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6914 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019676 1213846 EJ01 Jack-Partial Truss 20 1 Lb Reference(optional) ' Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:38 2017 Page 1 1 D:_8kMQOgICcvBYV7m4?'rycCyToxk-Dh 1 c47FARGP 1 Ivgr3fpKvoODywBuKe3W VdCSRMyel4p -2-0-0 7-0-0 2-0-0 7-M Scale=1:17.3 3 4.00 12 N � N N 2 1 4 3x4= 7-0-0 7-0-0 Plate Offsets(X,Y)— 12:0-2-O.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.13 2-4 >639 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.22 2-4 >365 180 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (]b/size) 3=164/Mechanical,2=355/0-3-8 (min.0-1-8),4=34/Mechanical Max Horz 2=119(LC 8) Max Uplift 3=-100(LC 12),2=-174(LC 8) Max Grav 3=164(LC 1),2=355(LC 1),4=102(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.Il;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100]b uplift at joint 3 and 174 ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeM connectors.This design is based only upon parameters shown,and is for an individual building component,not �- a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 Job Truss Truss Type Q T12019677 1213846 EJ02 JACK-PARTIAL TRUSS 7 ' ty Ply 1 Job Reference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 M7ek Industries,Inc.Wed Sep 1314:47:39 2017 Page 1 ID. -itb_HTGoCaXuw3F1 dMKZS?xTeKdl35JgkHy?zoye 14o -2-M 2-8-15 2-M 2-8-15 Scale=1:14.1 3 4.00 12 3x4 11 2 N 1 4 5 2x4 11 N5 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=251/0-3-8 (min.0-1-8),3=29/Mechanical,4=1/Mechanical Max Horz 5=94(LC 8) Max Uplift 5=-197(LC 8),3=46(LC 12),4=2(LC 12) Max Grav 5=251(LC 1),3=29(LC 1),4=33(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=226/299 NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Extedor(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 197 Ib uplift at joint 5,46 Ib uplift at joint 3 and 2 Ib uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■■■ building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ��'t'e�` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Sulte 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss TypeQty Ply T12019678 1213846 EJ03 JACK-PARTIAL TRUSS 3 1 Job Reference(optional) ` Builders FirstSource,Jacksonville,Fi 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:40 2017 Page 1 I D:-8kMQOglCcvBYV7m4?iycCyToxk-A39MVpHQzuflYDgEB3ro?DTa7ksMoYZpyxhZWFyel4n -2-0-0 7-0-0 i 2-0-0 7-0-0 Scale=1:17.3 3 3.00 12 d a d N � N 2 1 3x6 = 4 VNJ i 7-0-0 r 7-0-0 Plate Offsets(X,Y)— f2:0-3-0.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.13 2-4 >639 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.22 2-4 >365 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014rTP12007 (Matrix) Weight:24 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=164/Mechanical,2=354/0-3-8 (min.0-1-8),4=34/Mechanical Max Horz 2=89(LC 8) Max Uplift 3=-94(LC 12),2=-179(LC 8) Max Grav 3=164(LC 1),2=354(LC 1),4=102(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 Ib uplift at joint 3 and 179 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �- a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only.Additional temporary and permanent bracing MiTek' ' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019679 1213646 F01 GABLE 4 1 L Reere ce(optional Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:42 2017 Page 1 ID:_8kMQOgl CcvBYV7m4?rycCyToxk-6SH6vMgWvTnX_cl UtG4eZ2UXfkGSW6QFAga7yel41 0-1K8 0-N8 Scale=1:32.7 3x3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 D4 00 1 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x3 = 3x3 = 3x3 = i 1-6-12 2-10-12 4-2-12 5-6-12 6-10.12 8-2-12 9-0-12 10-10.17 17-2-12 1 -1 14-10-1 16 1 17-0 1 18 10-1 1 -8 1 r 11-12 1�-0 1-4-0 1-0-0 1-0-0 1-4-0 1�-0 1-4-0 1�-0 1-4-0 1-0-0 1�-0 1-4-0 1-0-0 0-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 17 n/a n/a BCDL 5.0 Code FBC2014rrP12007 (Matrix) Weight:89 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP N0.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 19-8-12. (lb)- Max Grav All reactions 250 Ib or less at joint(s)32,17,31,30,29,28,27,26,25,24,23,22,21,20,19, 18 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7-8) 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)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. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019680 1213846 F02 FLOOR TRUSS 16 1 Lb Reference o tions ' Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:43 2017 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-aegV7rJIGp1 KPhYpsCOVcr53_xqZ?IpFevwD6Zye14k 0-1-8 H' 1i� °�'� 12 ' � Scam --1:33.1 4x6 = 44 = 1.5X3 = 4x4= 3x4 = 1.54 11 3x3= 3x3= 3x3= 1.5x3 II 3x3 = 4x4 = 1.5x3 = 1 2 3 4 5 6 7 8 9 10 11 23 24 0 111N,2//�� V \Iv 21 20 19 18 17 16 15 14 13 3X3= 4x6 = 4x4= 3x6= 3x3 = 1.5x3 I 3x6= 4x4= 4x6 = 3x3= 1.5x3 II 19-8-12 19-8-12 Plate Offsets(X Y)- f1•Edge 0-1-81 111:0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.34 17 >686 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.53 17-18 >440 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.08 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:105 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, BOT CHORD 2x4 SP M 31(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 22=1065/0-5-4 (min.0-1-8),12=1065/0-3-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 22-23=-1059/0,1-23=-1058/0,12-24=-1056/0,11-24=1057/0,1-2=-1093/0,2-3=-2726/0, 3-4=-3810/0,4-5=-3810/0,5-6=-4258/0,6-7=4242/0,7-8=-3795/0,B-9=-3795/0, 9-10=-2729/0,10-11=-1092/0 BOTCHORD 20-21=0/2062,19-20=0/3362,18-19=0/4154,17-1B=0/4242,16-17=0/4242,15-16=0/4242, 14-15=0/3360,13-14=0/2062 WEBS 11-13=0/1410,10-13=1350/0,10-14=0/927,9-14=-877/0,9-15=0/592,7-15=864/0, 7-16=-88/279,1-21=0/1411,2-21=-1347/0,2-20=0/924,3-20=-885/0,3-19=0/609, 5-19=-467/0,5-18=-68/375,6-18=-396/359,6-17=-372/162 NOTES- (4-5) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)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. 4)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 5)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ..�• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■■■ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �;'�'�k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS0TPI1 Quality Criteria,DSB-89 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019681 1213846 F03 FLOOR TRUSS 2 1 • Lb Reference o ticnal Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:44 2017 Page 1 ID:-8kMQOgl CcvBYV7m4?iycCyToxk-2rOtKBKw169BOg7?Qvvk93eE2LEdkGbPtZfmfOye14j 0-1-8 H 1�� 1�� 1�� ale= Scale-1:33.1 4x4= 1.5x3 = 1.5x3 I 4x8 = 4x4= 1.5X3 II 1.5x3 II 1.5x3 = 1 2 3 4 5 6 7 8 9 10 11 24 25 9 v 22 21 20 18 17 16 15 14 13 1.5x3 I 4x4= 3x4 = 1.54 II 3x6= 4x4 = 6-1.8 19-8-12 r 6-1-8 13-7-4 Plate Offsets(X Y)— [11:0-1-8 Edoel [17:0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.14 15-16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(TL) -0.2215-16 >744 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:105 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(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:19-20,18-19. REACTIONS. (Ib/size) 23=323/0-5-4 (min.0-1-8),12=735/0-3-4 (min.0-1-8),19=1072/0-3-8 (min.0-1-8) Max Grav 23=355(LC 3),12=740(LC 7),19=1081(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 23-24=-356/0,1-24=355/0,12-25=-736/0,11-25=-735/0,1-2=280/0,2-3=-479/0, 3-4=479/0,4-5=-742/0,5-6=-1899/0,6-7=-1899/0,7-8=-2122/0,8-9=-2122/0, 9-10=1681/0,10-11=726/0 BOT CHORD 21-22=0/479,20-21=0/479,17-18=0/1383,16-17=0/1899,15-16=0/1899,14-15=0/1989, 13-14=0/1357 WEBS 11-13=0/936,ID-13=878/0,10-14=0/450,9-14=429/0,7-115=106/406,4-18=0/887, 5-18=-924/0,5-17=0/769,6-17=315/0,1-22=0/356,4-20=0/461,2-22=-270/44, 4-19=1077/0 NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 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. 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall n building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS0TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty r7jcb T1201968z 1213846 F04 FLOOR TRUSS 2 Reference(optional Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MTek Industries,Inc.Wed Sep 13 14:47:44 2017 Page 1 I D:_8kMQOglCcvBYV7m4?iycCyToxk-2rOtKBKw169BOg7?Qvvk93eDyLETkGiPtzfmfoyel4j 0-1-8 H�1i -0 1-7-4 0-1�q8 SralA`-1:26.6 TRUSS DESIGNED TO SUPPORT NO CONCENTRATED LOADS AT ITS CANTILEVER END(S). 44 = 1.5x3 = 3x10 = 4x4 = 1.5x3 Il 1.5x3 11 1.5x3 = 1 2 3 4 5 6 7 8 9 0 21 0 4 19 18 16 15 14 13 12 11 4x4= 4x4 = 1.5x3 Il 3x6= 4x4 = 2-1-12 0--2 13-7-4 Plate Offsets(X.Y)— 19:0-1-8.Edge1.[15:0-1-8.Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.14 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(TL) -0.22 13-14 >740 240 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.02 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:87 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 10=717/0-3-4 (min.0-1-8),17=992/0-3-8 (min.0-1-8) Max Grav 10=730(LC 4),17=992(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 10-21=726/0,9-21=725/0,2-3=642/0,3-4=1829/0,4-5=-1829/0,5-6=-2072/0,6-7=2072/0,7-8=-1649/0, 8-9=715/0 BOT CHORD 15-16=0/1294,14-15=0/1829,13-14=0/1829,12-13=0/1948,11-12=0/1336 WEBS 9-11=0/921,8-11=-863/0,8-12=0/436,7-12=415/0,5-13=-94/482,5-14=257/0,2-16=0/853,3-16=-912/0, 3-15=0/846,4-15=-341/0,2-17=911/0 NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 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 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ��'ie�' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019683 1213846 F05 FLOOR TRUSS 6 71nh Reference(optional Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:45 2017 Page 1 I D:-8kMQOgl CcvBYV7m4?iycCyToxk-Wt yFYXKZoQH2e—iBzdRziGBQLIZoThZY6DPKBSye14i 0-1-8 1 � 0�� 1H 10� al 8 H scal�tzss 4x4 = 44 = 1.5x3 = 3x4= 44 =1.50 II 3x3= 1.54 13x3 = 3x4= 1.5x3 = 1 2 3 4 5 6 7 8 9 9 20 0 17 16 15 14 13 12 11 3x3 = 4x6 = 3x4 = 44 = 1.5x3 II 3x6= 3x4 = 46 = 3x3= i 15-10-12 i 15-10-12 Plate Offsets(X.Y)— MEdcle.0-1-81 f9:0-1-5 Edoel 115:0-1-S.Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.17 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(TL) -0.2613-14 >713 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:84 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 18=854/0-3-4 (min.0-1-5),10=854/0-3-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 18-119=-852/0,1-119=85110,10-20=-849/0,9-20=848/0,1-2=-859/0,2-3=2037/0,3-4=-2711/0,4-5=-2711/0, 5-6=2713/0,6-7=-2713/0,7-8=-2049/0,8-9=855/0 BOT CHORD 16-17=0/1603,15-16=0/2489,14-15=0/2711,13-14=0/2711,12-13=0/2472,11-12=0/1605 WEBS 9-11=0/1103,8-11=-1043/0,8-12=0/617,7-12=588/0,7-13=0/328,5-13=-361/249,1-17=0/1 108,2-17=-1035/0, 2-16=0/603,3-16=-629/0,3-15=0/653,4-15=378/0 NOTES- (4-5) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)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. 4)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 5)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ��'`��' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPN Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss TypeQty Ply 712019684 1213846 F06 FLOOR TRUSS 6 1 Job Reference(optional) Builders Firstsource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:45 2017 Page 1 ID:-8kMQOgl CcvBYV7m4?iycCyToxk-W1 yFYXKZoQH2e—iBzdRziGBPdIZBThdY6DPKBSy1e l4i 1i� 1�8 D � � 0-k8 Scale=1:26.2 4x4 = 4x4 = 3x4 = 4x4 = 1.5x3 II 3x3= 1.5x3 I 3x3 = 3x4= 1.5x3 = 1 2 3 4 5 6 7 8 9 19 0 Y 18 17 16 15 14 13 12 11 1.5x3 II 4x6= 3x4= 4x4= 1.5x3 13x6= 3x4 = 4x6= 3x3= 15-7-8 15-7-8 Plate Offsets(X.Y)— (1:Edge.0-1-81.r9:0-1-8,Edge1,[15:0-1-8.Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.16 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(TL) -0.25 13-14 >748 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:82 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 18=849/Mechanical,10=843/0-3-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-846/0,10-19=838/0,9-19=-837/0,1-2=809/0,2-3=-1979/0,3-4=-2638/0,4-5=2638/0,5-6=-2652/0, 6-7=2652/0,7-8=-2012/0,8-9=-842/0 BOT CHORD 16-17=0/1549,15-16=0/2425,14-15=0/2638,13-14=0/2638,12-13=0/2423,11-12=0/1580 WEBS 9-11=0/1086,B-11=-1027/0,8-12=0/601,7-12=-571/0,7-13=0/312,5-13=-335/255,1-17=0/1100,2-17=-1030/0, 2-16=0/598,3-16=-620/0,3-15=0/625,4-15=358/0 NOTES (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)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 strong backs,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. 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �°��k` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty ��ii7job T12019685 1213846 F07 FLOORTRUSS 2 Reference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:46 2017 Page 1 I D:_8kMQOglCcvBYV7m4?iycCyToxk-_DWdIsLBZkPvG8HNXKyCEUjcx9tkC4giLt8tjuye 14h 0-1-8 H 1�� 0�-8-01 1-9-12 01 0-1�{{8 5'Cale=1:33.7 1.5x3 = 7x8 II 4x6 II 2x6 II 3x6 I 4x6 I 4x6 11 2x6 II 5x6 I 1.5x3= 1 2 23 3 4 5 6 7 8 9 10 11 0 v m � a 21 20 19 18 17 16 15 14 13 7x14 MT20HS= 5x6 I 4.6 I I 2x6 I I 2x6 II 19-8-12 19-8-12 Plate Offsets(X.Y)— [1:0-1-8.0-0-81.[6:0-3-0,Edgel,[7:0-3-0.Edgel.111:0-1-8.Edge1.[11:0-1-8.0-0-B1.716:0-3-0.0-0-01.[17:0-&O,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.27 17-18 >870 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.42 17-18 >552 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:161 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP M 31(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(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=1986/0-5-4 (min.0-1-8),12=1295/0-3-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-1980/0,11-12=-1289/0,1-2=-2382/0,2-23=-5776/0,3-23=-5776/0,3-4=-6832/0, 4-5=6832/0,5-6=-6810/0,6-7=-6486/0,7-8=5497/0,8-9=-5497/0,9-10=3812/0, 10-11=-1451/0 BOT CHORD 20-21=0/4650,19-20=0/6899,18-19=0/7030,17-18=0/6486,16-17=0/6486,15-16=0/6486, 14-15=0/4762,13-14=0/2826 WEBS 11-13=0/1862,10-13=-1788/0,10-14=0/1305,9-14=-1257/0,9-15=0/952,7-15=-1533/0, 7-16=0/440,1-21=0/3059,2-21=2946/0,2-20=0/1491,3-20=1486/0,3-19=-293/0, 4-19=0/313,5-19=-257/0,5-18=530/0,6-18=0/896,6-17=-608/0 NOTES- (8-9) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 6x8 MT20 unless otherwise indicated. 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 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1219 Ib down at 3-11-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-11=-100 Concentrated Loads(lb) Vert:23=1139(F) WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ��'�'e�° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI1TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss TypeQty Ply T12019686 1213846 FOB FLOOR TRUSS 2 1 Lb Reference(optional) - Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 Mn`ek Industries,Inc.Wed Sep 13 14:47:46 2017 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-_DWdisLBZkPvGBHNXKyCEUjZ39v_C6x Lt8tjuyel4h 1-3-0 1-5-12 i 01"- 1.5x3 = scale=1:11.6 6x8 = 2x6 II 3x6 II 4x6 I 1 2 3 10 11 4 0 v 1.5x3 11 4x6 = 9 8 7 6 5 4x6= 2x4 I 4x4= i 4-4-4 5-10-4 4-4-4 Plate Offsets(X Y)— 1`2:0-3-0 Edgel 1`4:0-1-8,0-0-81,1`4:0-3-0 Edgel 1`5:Edge 0-1-81.f8:0-1-6 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.05 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(TL) -0.08 6-7 >814 240 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC20141TP12007 (Matrix) Weight:42 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins, BOT CHORD 2x4 SP M 31(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=1239/Mechanical,5=1664/0-7-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=1301/0,4-5=-1675/0,1-2=-16B2/0,2-3=1682/0,3-10=-941/0,10-11=-948/0,4-11=-955/0 BOT CHORD 7-8=0/1682,6-7=0/1682 WEBS 1-8=0/2190,2-8=-1189/0,4-6=0/1225,3-6=-974/0 NOTES- (B-9) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)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 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. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)792 Ib down at 1-4-8,and 802 Ib down at 3-4-8,and 836 Ib down at 5-4-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-9=10,1-4=-100 Concentrated Loads(lb) Vert:2=-749(F)10=-749(F)11=-781(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®cennedors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ��°�'n�pk° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Pl� 7Job 712019687 1213846 F09 FLOOR TRUSS 7 Refere ce(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 M7ek Industries,Inc.Wed Sep 13 14:47:47 2017 Page 1 ID:-8kMQOgl CcvBYV7m4?iycCyToxk-TQ4?zCMpK1 Ymtlsa52TRnhGjZYDgxs—rZXuRFLye14g 0-1-8 11� 100�8H SA 1:26.9 4x4= 4x4= 1.5x3 = 3x4= 3x3 = 1.5x3 II 3x3 = 1.54 II 34 = 3x4= 1.54 = 1 2 3 4 5 6 7 8 9 19 20 0 e 17 16 15 14 13 12 11 3x3= 4x6= 3x4= 1.5X3 I I 3x3= 3x6 = 3x4 = 06= 3x3= 16-1-0 16-1-0 Plate Offsets(X,Y)— 11:Edge,0-1-81.19:0-1-8.Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.22 13-14 >882 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(TL) -0.34 13-14 >567 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.04 10 rue n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:85 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP N0.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 18=865/0-3-4 (min.0-1-8),10=865/0-3-4 (min.0-1-6) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 18-19=-864/0,1-19=863/0,10-20=-860/0,9-20=859/0,1-2=865/0,2-3=-2086/0,3-4=2679/0,4-5=-2679/0, 5-6=2767/0,6-7=-2767/0,7-8=-2080/0,8-9=867/0 BOT CHORD 16-17=0/1609,15-16=0/2679,14-15=0/2679,13-14=0/2834,12-13=0/2521,11-12=0/1626 WEBS 1-17=0/1115,2-17=-1035/0,2-16=0/663,3-16=860/0,3-15=0/303,9-11=0/1119,8-11=-1055/0,8-12=0/631, 7-12=614/0,7-13=0/333,5-14=-401/185 NOTES- (4-5) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)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. 4)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 5)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �s a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p�T building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IVOf iPk` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019688 1213846 F10 FLOOR TRUSS 1 1 Job Reference (optional - Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:47 2017 Page 1 ID:_8kMQOgl CcvBYV7m4?iycCyToxk-TQ4?zCMpK1 Ymtlsa52TRnhGgBYA2xcIrZXuRFLye14g 0-1-8 H 1�-0 1-1� 0-12 1� 0-0 0L8 0-l1.�8 SC21e=1:26.9 3x4= 1.54 = 4x8= 1.5x3 II 1.5x3 II 1.5x3 = 1 2 3 4 5 6 7 8 9 J21 22 0 q 19 18 17 16 15 14 12 11 4x4= 1.5X3 Al 1.5x3 I 4x4 = i 12-3-4 16-1-0 12-3-4 3-9-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.09 17-18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.13 17-18 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.02 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:87 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (ib/size) 20=618/0-3-8 (min.0-1-8),10=54/0-3-8 (min.0-1-8),13=1057/0-3-8 (min.0-1-8) Max Uplift 10=-86(LC 3) Max Grav 20=622(LC 10),10=168(LC 7),13=1057(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 20-21=-616/0,1-21=616/0,1-2=-593/0,2-3=1307/0,3-4=-1456/0,4-5=-1172/0,5-6=298/0 BOT CHORD 18-19=0/1109,17-18=0/1456,16-17=0/1456,15-16=0/1456,14-15=0/861,13-14=-528/0,12-13=-528/0 WEBS 1-19=0/762,2-19=-719/0,2-18=0/275,3-18=272/0,6-14=0/880,5-14=-796/0,5-15=0/447,4-15=-464/0,6-12=0/527, 6-13=-1071/0 NOTES- (7-8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 86 Ib uplift at joint 10. 4)"Semi-rigid pitch breaks 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. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 11 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �s a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp��Tek� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M!Tek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss TrusslyQty Pl1213846 F11 OR TRUSS 1 7Job Reference o do al Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:48 2017 Page 1 ID:_ 8kMQOgICcvBYV7m4?iyc yToxk-xceOAYNR5LgdVSRmfl_gJvpx4yZ3gzR?oBd_onye14f 0-1-8 H11�-0 1-1� 012��-0 o0--�1 9 Sc�IA=1:26.9 1.5x3= 1.5x3 = 4x6 II 3x6 II 3x6 II 3x6 II 4x6 II 6x10= 2x6 II 2x6 II 3x6 II 1 2 3 4 5 21 22 6 7 8 9 0 Y 19 18 17 16 15 14 12 11 3x3= 4x4= 3x3= 1.5x3 11.5x3 II 3x3 = 5x6 = 3X3 II 3x4 = 3x3= 3x3= i 12-3-4 16-1-0 12-3-4 3-9-12 Plate Offsets(X,Y)— 11:0-1-8.0-0-81.17:0-3-0.Edae1.I8:0-3-0.0-0-01 19:0-1-8 0-0-81 x12:0-1-8 Edgei LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.06 17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(TL) -0.09 17 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.02 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:108 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(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:13-14,12-13,11-12. REACTIONS. (Ib/size) 20=674/0-3-4 (min.0-1-8),10=153/0-34 (min.0-1-8),13=2042/0-3-8 (min.0-1-8) Max Uplift 10=-298(LC 3) Max Grav 20=677(LC 10),13=2042(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-671/0,9-10=0/327,1-2=-684/0,2-3=-1532/0,3-4=1773/0,4-5=-1620/0, 5-21=-341/0,21-22=341/0,6-22=-341/0,6-7=0/542,7-8=0/542,8-9=0/541 BOTCHORD 18-19=0/1271,17-18=0/1773,16-17=0/1773,15-16=0/1773,14-15=0/1429,13-14=-972/0, 12-13=-972/0,11-12=-542/0 WEBS 1-19=0/882,2-19=797/0,2-18=0/401,3-18=403/0,6-14=0/1628,5-14=-1519/0, 5-15=-128/272,9-11=-688/0,8-11=01336,6-12=0/687,7-12=-321/0,6-13=-2041/0 NOTES- (8-9) 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 298 Ib uplift at joint 10. 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. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)737 Ib down at 10-4-4,and 236 Ib down at 11-5-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-20=-10,1-9=100 Concentrated Loads(lb) Vert:21=657(1`)22=165(1`) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �q f E building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IY/T ��` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019690 1213846 F12 FLOOR TRUSS 2 1 Job Reference(optional) - Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:49 2017 Page 1 ID:—BkMQOglCcvBYV7m4?iycCyToxk-PoCmOuN3seoU7cOyCSVvs6LBRMyhPYz81 rNXKDye14e 0-1-8 H 1 1-3-0 2-1-0 Scale=1:17.0 1.5x3 = 3x3= 3X3= 3x4= 1 3x4= 2 3 4 3x3= 5 1 0 11 10 9 8 7 6 3x4 = 3x3= 1.5x3 II 1.5x3 I 3x4 = 3x3= - 1.50 I 10-2-8 10-2-8 Plate Offsets(X Y)— (5:0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.11 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(TL) -0.16 9-10 >757 240 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/rP12007 (Matrix) Weight:53 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=545/0-3-4 (min.0-1-8),6=551/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 12-13=-536/0,1-13=536/0,5-6=526/0,1-2=505/0,2-3=-1061/0,3-4=-1052/0,4-5=-474/0 BOT CHORD 10-11=0/951,9-10=0/1052,B-9=0/1052,7-8=0/1052 WEBS 1-11=0/649,2-11=-620/0,5-7=0/644,4-7=-786/0,4-8=0/264 NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)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 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. 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 111I1.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not -�s a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ;°''�k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSlITP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss TypeQty Ply 712019691 1213846 F13 FLOOR TRUSS 1 71nh Reference (optional Builders FirstSource,Jacksonville,A 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:49 2017 Page 1 1 D:-8kMQOglCcvBYV7m4?'rycCyToxk-PoCmOuN3seoU7cOyCSVvs6L7PMsCPRO81 rNXKDyel4e 0-1-8 H 1�� 1-10-12 1�-0 1 01!8 Sca a!—1:20.6 1.5x3 = 1.5x3 = 4x6 I I 3x6 I I 3x6 I I 3x6 I 4x6 I I 5x6 I I 1 2 3 4 5 15 16 6 0 13 12 11 10 9 a 3x3= 4x6 = 3x4= 1.5x3 11.5x3 11 3x3= 5x6 = 4x4= 12-4-12 12-4-12 Plate Offsets(X Y)— rl:0-1-8.0-0-81 r6:0-3-0,Edoel,r6:0-1-8.0-0-81 r7:Edoe 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.07 10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.12 10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.04 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:81 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=768/0-3-4 (min.0-1-8),7=1306/0-3-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=763/0,6-7=-1299/0,1-2=-787/0,2-3=-1856/0,3-4=-225B/0,4-5=-2260/0,5-15=1180/0,15-16=1185/0, 6-16=1188/0 BOT CHORD 12-13=0/1463,11-12=0/2258,10-11=0/2258,9-10=0/2258,8-9=0/2224 WEBS 6-8=0/1531,1-13=0/1016,5-8=-1409/0,2-13=-919/0,2-12=0/585,3-12=623/0 NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)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. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)643 Ib down at 10-4-4,and 247 Ib down at 11-5-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=-10,1-6=-100 Concentrated Loads(lb) Vert:15=563(B)16=175(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall g g q building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,y{i A'�i k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITfPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019692 1213846 F14 FLOOR TRUSS 1 1 Job Reference o tional Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:50 2017 Page 1 1 D:_BkMQOglCcvBYV7m4?iycCyToxk-t_m8bEOhcywKklb9mAO8PJuLUmD48zxHFV65sgye14d 0-1-8 H113— 1-10-12 10— 011-8 Scale 6 1:20.6 3x4= 3x4 = 1.5x3 = 1.5x3 = 1 2 3 4 5 6 5 16 0 13 12 11 10 9 8 4x4 = 1.5x3 II 1.5x3 II 44 = 12-4-12 12-4-12 Plate Offsets(X.Y)— 16:0-1-8.Edoe1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.09 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.12 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:65 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=662/0-3-4 (min.0-1-8),7=662/0-3-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 14-15=-657/0,1-15=656/0,7-16=-658/0,6-16=-657/0,1-2=-637/0,2-3=-1435/0,3-4=1657/0,4-5=-1442/0, 5-6=635/0 BOT CHORD 12-13=0/1191,11-12=0/1657,10-11=0/1657,9-10=0/1657,8-9=0/1183 WEBS 6-8=0/817,1-13=0/820,5-8=-762/0,2-13=-770/0,5-9=0/390,2-12=0/361,4-9=-439/0,3-12=412/0 NOTES- (5-6) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 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. 5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 6)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing B 9%T�1R.` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iY® i fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type QtyPly 712019693 1213846 F15 FLOOR TRUSS 3 1 ob Reference(notional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:50 2017 Page 1 ID:—BkMQOgl CcvBYV7m4?iycCyToxk-t_MBbEOhcywKklb9mAO8PJuLVmDa8zOHFV65sgye14d 0-1-8 H f 1-�� 1-9-0 1-0-0 Scale=1:20.3 3x4= 1.54 = 3x3 = 3x3= 3x3= 3x4 = 1 2 3 43x3 = 5 6 5 0 v 13 12 11 10 9 8 7 3x3= 4x4 = 3x3= 1.5x3 I 1.5x3 II 3x3= 4x4= 1.5x3 II 12-1-8 12-1-8 Plate Offsets(X.Y)— 16:0-1-8.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.08 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.11 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:63 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (Ib/size) 14=650/0-3-4 (min.0-1-8),7=657/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 14-15=-645/0,1-15=645/0,6-7=652/0,1-2=624/0,2-3=-1398/0,3-4=-1604/0,4-5=1393/0,5-6=596/0 BOT CHORD 12-13=0/1167,11-12=0/1604,10-11=0/1604,9-10=0/1604,8-9=0/1139 WEBS 6-8=0/809,1-13=0/803,5-8=756/0,2-13=754/0,5-9=0/379,2-12=0/343,4-9=-425/0,3-12=388/0 NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)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 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. 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard �WARN/NG-Verify design parameters and READ NOTES ON TfOS AND INCLUDED MITEK REFERENCE PAGE 11,1I1.7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall piTek` building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the " fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB49 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019694 1213846 F16 FLOOR TRUSS 1 1 ob Reference(optional Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:512017 Page 1 1 D:_8kMQOglCcvBYV7m4?iycCyToxk-LBJWoaPJNG2BMvALKtXNxXRWgAdztONRU9seO6ye14c 0-1-8 H 1 1-3-0 i 1i� 1-0-0 � 0-118 Scale=1:27.4 1.5X3 = 1.5x3= 6x8 = 5x6 II 4x6 II 2x6 II 3x6 II 2x6 II 3x6 II 6x8 = 6x8= 1 2 3 4 5 6 7 19 8 9 0 4 Im 0 17 16 15 14 13 12 11 6x8 = 6x8= 5x6 11 2x6 13x6 I I 5x6 11 5x6 11 6x10 = 6x8= 4-0-0 16-1-0 4-0-0 12-1-0 Plate Offsets(X,Y)— 11:0-1-8.0-0-81 13:0-3-0.Edgel [4:0-3-0,0-0-01,19:0-1-8,Edge1 [9:0-1-8,0-0-81,[15:0-3-O.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.15 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(TL) -0.23 13-14 >811 240 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:132 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP M 31(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 18=10B5/0-3-4 (min.0-1-8),10=1575/0-3-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-1087/0,9-10=1570/0,1-2=-1187/0,2-3=-3088/0,3-4=4144/0,4-5=-4144/0,5-6=-4868/0,6-7=4866/0, 7-19=-4337/0,8-19=4337/0,8-9=-1867/0 BOT CHORD 16-17=0/2276,15-16=0/4144,14-15=0/4144,13-14=0/4706,12-13=0/5064,11-12=0/3631 WEBS 1-17=0/1523,2-17=-1416/0,2-16=0/1074,3-16=1418/0,3-15=0/451,9-11=0/2398,8-11=-2292/0,8-12=0/934, 7-12=962/0,7-13=362/0,5-13=0/333,5-14=978/0,4-14=0/380 NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)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. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)998 Ib down at 12-3-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-9=100 Concentrated Loads(lb) Vert:19=918(8) ®WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �O'�'�k` Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPH Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019695 1213846 F17 Floor Truss 1 1 " � Job Reference(optional) Builders FirslSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:512017 Page 1 I D:_8kMQOgICcvBYV7m4?iycCyToxk-LBJ WoaPJ NG2BMvALKOWxXRPuAartOnRU9seO6ye14c 0-1-8 H 1-3-0 1-9-0 1�0� 0-1�q8 Sralrs=1:27.4 4x4= 4x4= 1.5x3 = 3x4 = 34 = 1.54 II 34= 1.54 I 34 = 3x4= 1.5x3 = 1 2 3 4 5 6 7 8 9 19 20 0 4 17 16 15 14 13 12 11 3x3 = 4x6= 3x4= 1.54 I 3x3 = 3x6= 3x4= 4x6 = 3x3= 16A-8 16A-8 Plate Offsets(X.Y)— 11:Edoe.0-1-81.f9:0-1-8.Edoe1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.24 13-14 >795 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) -0.38 13-14 >511 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:86 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 18=881/0-5-4 (min.0-1-8),10=881/0-5-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 18-19=-881/0,1-19=880/0,10-20=-877/0,9-20=876/0,1-2=883/0,2-3=2137/0,3-4=2766/0,4-5=-2766/0, 5-6=2854/0,6-7=-2854/0,7-8=-2130/0,8-9=886/0 BOT CHORD 16-17=0/1641,15-16=0/2766,14-15=0/2766,13-14=0/2944,12-13=0/2590,11-12=0/1660 WEBS 1-17=0/1139,2-17=-1054/0,2-16=0/690,3-16=910/0,3-15=0/327,9-11=0/1143,8-11=-1077/0,8-12=0/654, 7-12=640/0,7-13=0/358,5-14=409/193 NOTES- (4-5) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)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. 4)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 5)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/032015 BEFORE USE. �' Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall p yq iTek` building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the N1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019696 1213846 F18 Floor Truss 1 1 Job Reference o do a Builders FirslSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:512017 Page 1 ID: 8kMQOglCcvBYV7m4?iycCyToxk-LBJ WoaPJ NG2BMvALKtXNxXRYQMItQPRU9se06yel4c 6x8 = 1-3-0 2x6 II 1-8-4 zx6 II 6x8= 1 9 2 3 4 Scale=1:9.3 0 Y 4x4 = 4x4 = 8 7 6 5 3x3 I 3x3 I i 4-11-4 4-11-4 Plate Offsets(X,Y)— 12:0-3-0,Edgel.13:0-3-0,Edgel,14:0-3-0,Edgel,16:0-1-8.Edge1,17:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(TL) -0.01 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:35 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=757/Mechanical,5=663/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=750/0,4-5=-655/0,1-9=-723/0,2-9=-723/0,2-3=-723/0,3-4=-723/0 BOT CHORD 6-7=0/723 WEBS 4-6=0/924,1-7=0/924,2-7=55910,3-6=562/0 NOTES- (7-8) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)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 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. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)511 Ib down at 1-1-0,and 479 Ib down at 3-1-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=10,1-4=-100 Concentrated Loads(lb) Vert:3=-451(F)9=-453(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7477 rev.10103/2015 BEFORE USE. Design valid for use only with MirTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall [�/g T !' ' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IY®0 is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the EPIi fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019697 1213846 F19 GABLE 1 1 Lb Refe a ce Builders FirstSource,Jacksonville,FI 32244 Run:7.40 s Oct 7 2015 Print 7.640 s Apr 22 2016 Mi rek Industries,Inc.Wed Sep 13 14:47:52 2017 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-pNtuOwQy8ZA2_3kXub3cUkzmzZ34rz_ajpbBxYye 14b 0-V 0-A8 Scale=_1:27.0 34 = 1 2 3 4 5 6 7 8 9 10 11 12 13 27 28 0 26 25 24 23 22 21 20 19 18 17 16 15 14 3X3= 3X3= 3X3 = i 1-6-12 2-10-12 4-2-12 5-6-12 6-10.12 8-2-12 9-6-12 10-10.12 12-2-12 13-6-12 14-10.12 16-4-8 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-5-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:74 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(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. All bearings 16-4-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)26,14,25,24,23,22,21,20,19,18,17,16,15 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7-8) 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)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. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall pp pp T building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1Pv fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019698 1213846 F20 Floor Truss 1 1 Lb Reference(optional) ' Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MTek Industries,Inc.Wed Sep 13 14:47:52 2017 Page 1 I D:_8kMQOglCcvBYV7m4?iycCyToxk-pNtuOwQy8ZA2_3kXub3cUkzg8ZgpcmtajpbBxYye14b 0-1-8 I--I i 1-3-0 r 0-11-8 i = Scale=1:11.5 1.5x3 5xB II 2x6 II 3x6 II 46 II 1 10 2 3 11 4 1.5x3 II 46= 8 7 6 5 5x6= 4x4= 2x4 11 i 3-11-8 5-4-0 3-11-8 1-4-8 Plate Offsets(X.Y)— 11:Edoe.0-1-81,f1:0-1-8,0-1-81 f2:0-3-0 Edgel 14:0-3-0 Edoel 15:0-1-B Edoel.(8:0-1-8 Edgel,f9:Edge 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.04 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.06 6-7 >982 240 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:38 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP M 31(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=1340/0-7-4 (min.0-1-8),5=1018/Mechanical Max Grav 9=1357(LC 3),5=1018(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=1398/0,4-5=-1026/0,1-10=1450/0,2-10=-1440/0,2-3=1446/0,3-11=-786/0,4-11=786/0 BOT CHORD 7-8=0/1446,6-7=0/1446 WEBS 4-6=0/1044,1-8=0/1836,3-6=-876/0,2-8=-92810 NOTES- (8-9) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)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 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. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)643 Ib down at 0-5-12,590 Ib down at 2-5-12,and 630 Ib down at 3-5-12,and 170 Ib down at 3-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-9=10,1-4=-100 Concentrated Loads(lb) Vert:3=557(F)10=-589(F)11=-647(F=-557,B=90) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �O'�'�qk' is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty 7Job 1213846 F21 Floor Truss 1 Reference o tional Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:53 2017 Page 1 I D:_8kMQOgl CcvBYV7m4?iycCyToxk-HZRGDGRavtivbDJkRlar9yWxRzOMLPNkyTLITye14a 0-1-8 H 3,et= 1-3A 2 1i5X3i1105x3 II 43x3= Scale=1:9.4 9 1.5X3 3X3 = 3X3 = 8 7 6 5 3x3 = 1.5X3 II 3-7-12 3-7-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/rP12007 (Matrix) Weight:23 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=184/0-3-4 (min.0-1-8),5=190/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)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 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. 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing ��'''��` is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019700 1213846 F22 FLOOR TRUSS 1 1 Lb Reference(optional) ' Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:53 2017 Page 1 ID:_8kMQ OgICcvBYV7m4?iycCyToxk-HZRGDGRavllvbDJkRlarOyWwhzNILOPkyTLIT,ye14a 1-4-8 1-6-4 1 34= 2 1.50 I 3 1.5x3 I 43x3 = Scale=1:9.3 0 q 3x3= 3x3 = 8 7 6 5 1.5x3 II 1.5x3 I i 1-6-0 3-5-4 411-4 1-6-0 1-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(TL) -0.01 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 5 Na n/a BCDL 5.0 Code FBC2014rrP12007 (Matrix) Weight:26 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=265/Mechanical,5=265/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-Ail forces 250(lb)or less except when shown. TOP CHORD 1-8=258/0,4-5=-258/0 WEBS 4-6=0/320,1-7=0/320 NOTES- (5-6) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)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 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. 5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 6)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek&connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MOW building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing I V/1 CPi k� is sways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI1TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019701 1213846 HJ01 JACK-PARTIAL TRUSS 4 1 Lb Refe a ce o do al Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 1314:47:54 2017 Page 1 I D:_8kMQOgl CCVBYV'Im4?iycCyToxk-Im?fRbRCgBQmDNuw?054Z92yxNbJ4gAtA741?Rye14Z -2-9-15 , 5-4-12 9-10-13 2-9-15 5-4-12 4.6-1 Scale:12"=1' 4 N 2.83 12 9 Id 3x4 3 N B N N � N N 2 1 10 11 7 12 6 2x6= 2x4 I 3x4=5 i 54-12 9-10-13 5-4-12 4-6-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.09 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.08 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:42 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-1 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=119/Mechanical,2=464/0-7-12 (min.0-1-8),5=199/Mechanical Max Horz 2=166(LC 4) Max Uplift 4=-112(LC 4),2=-403(LC 4),5=-11 O(LC 8) Max Grav 4=119(LC 1),2=464(LC 1),5=211(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=635/332,3-8=-574/341 BOT CHORD 2-10=-411/576,10-11=411/576,7-11=-411/576,7-12=-411/576,6-12=-411/576 WEBS 3-6=602/429 NOTES- (9-10) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)'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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 112 Ib uplift at joint 4,403 Ib uplift at joint 2 and 110 Ib uplift at joint 5. 6)"Semi-rigid pftchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)22 Ib down and 22 Ib up at 4-3-11,22 Ib down and 22 Ib up at 4-3-11,and 40 Ib down and 94 Ib up at 7-1-10,and 40 Ib down and 94 Ib up at 7-1-10 on top Chord,and 116 Ib down and 109 Ib up at 1-5-12,116 Ib down and 109 Ib up at 1-5-12,5 Ib down at 4-3-11,5 Ib down at 4-3-11,and 29 Ib down at 7-1-10,and 291b down at 7-1-10 on bottom chord. The design/selection of such Connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14=54,2-5=-10 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not �- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p�q/q y Pi�� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IY1�tl fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPl1 quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019701 1213846 HJ01 JACK-PARTIAL TRUSS 4 1 �Job Referente(optional) ' Builders FirstSource,Jacksonville,FI 32244 Run:7.640s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:54 2017 Page 2 ID:_8kMQOglCcvBYV7m4?iycCyToxk-Im?fRbRCgBQmDNue.054Z92yxNbJ4gAtA741?Rye 14Z LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=-52(F=26,B=26)10=70(F=35,B=35)12=20(F=-10,B=-10) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED IMTEK REFERENCE PAGE 11111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job SS Truss Type Qty Ply 712019702 1213846 HJ02 JACK-PARTIAL TRUSS 2 7Job Reference o do a Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:54 2017 Page 1 I D:-8kMQOglCcvBYV7m4?iycCyToxk-Im?tRbRCgBQmDNuw?054Z92)dNgN4t1 tA741?Rye 14Z -2-9-15 3-10-9 2-9-15 3-10-9 Scale=1:13.9 3 2.83 12 6 4x6 II 2 O N N N N N N 1 A I F7 7 5 4 3x4 II 3-10-9 3-10-9 Plate Offsets(X.Y)— 12:0-3-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) 0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.07 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (Ib/size) 5=266/0-7-6 (min.0-1-8),3=19/Mechanical,4=14/Mechanical Max Horz 5=94(LC 4) Max Uplift 5=-255(LC 4),3=-63(LC 19),4=-45(LC 19) Max Grav 5=304(LC 35),3=80(LC 35),4=44(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=289/213 NOTES- (9-10) 1)Wind:ASCE 7-10;VuR=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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-D-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 255 Ib uplift at joint 5,63 Ib uplift at joint 3 and 45 Ib uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)179 Ib down and 180 Ib up at 1-5-12,and 179 Ib down and 180 Ib up at 1-5-12 on top chord,and 7 Ib down and 42 Ib up at 1-5-12,and 7 Ib down and 42 Ib up at 1-5-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=54,2-3=-54,4-5=-10 Concentrated Loads(lb) Vert:6=93(F=47,B=47)7=32(F=16,B=16) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing A A�'�'�k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ,V6 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019703 1213846 HJ03 JACK-PARTIAL TRUSS 2 1 Job Reference o do al ' Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:55 2017 Page 1 ID:-8kM00gICcvBYV7m4?iycCyToxk-EyZ1exSgRUYdrXT6ZjcJ6Nb6cnsepFBOPngsXtyel4Y i -2-9-15 54-12 9-10.13 2-9-15 r 5-4-12 4-6-1 Scale:12"=1' 4 2.12 12 3x4 = 9 3 8 C5 d N 3x6 = N 2 1771 Li 1 3x8 II 10 7 11 6 2x4 II 3x4 = 5 i 5-4-12 9-10-13 5-4-12 4-6-1 Plate Offsets(X,Y)— 12:0-7-1.Edoel,12:0-0-3,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2014frP12007 (Matrix) Weight:44 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 5-11-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-11 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 4=122/Mechanical,2=525/0-7-12 (min.0-1-8),5=206/Mechanical Max Horz 2=124(LC 19) Max Uplift 4=-1 11(LC 4),2=-527(LC 4),5=-198(LC 4) Max Grav 4=122(LC 1),2=525(LC 1),5=218(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=839/682,3-8=-792/689 BOT CHORD 2-10=-733/794,7-10=-733/794,7-11=-733/794,6-11=733/794 WEBS 3-6=815/752 NOTES- (9-10) 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 111 Ib uplift at joint 4,527 Ib uplift at joint 2 and 198 Ib uplift at joint 5. 6)"Semi-rigid pftchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)22 Ib down and 22 Ib up at 4-3-11,22 Ib down and 22 Ib up at 4-3-11,and 44 Ib down and 89 Ib up at 7-1-10,and 44 Ib down and 89 Ib up at 7-1-10 on top chord,and 5 Ib down at 4-3-11,5 Ib down at 4-3-11,and 29 Ib down at 7-1-10,and 29 Ib down at 7-1-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=54,2-5=-10 AwARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design.Bracing indicated is to prevent buckling of Individual ss web and/or chord members only.Additional temporary and permanent bracing BT��k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty 7jot 712019703 1213846 HJ03 JACK-PARTIAL TRUSS 2 Reference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:55 2017 Page 2 ID:_8kMQOgl CcvBYV7m4?iycCyToxk-EyZ1 exSgRUYdrXT6ZjcJ6Nb6cnsepFBOPngsXtye14Y LOAD CASE(S) Standard Concentrated Loads(ib) Vert:9=-52(F=-26,6=-26)11=-20(F=-10,B=-10) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall Bet building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 8'��k` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019704 1213846 T01 Hip Truss 2 1 Job Reference o tional Builders FirstSoume,Jacksonville,R 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:56 2017 Page 1 I D:-8kMQOglCcvBYV7m4?iycCyToxk-i87PsHTSCogUSg2l7R7YeaBJmBHIYcpAeRZP4Jye14X i -2-0-1 5411 0-4-6 4-011100 3--10--22 _ 10-413-2 -0 44 444 4-2 3-10-14 40 i 33-11-0 Scale=1:58.4 6x12 MT20HS= 2x4 I I 6x12 MT20HS= 4.00 12 3x4= 48 = 3x4= 4 18 195 20 21 6 7 22 8 23 24 9 2x4 2x4 N 3 10 N r N N 2 11 N N c11 12 I+ a a 3x10 = 17 25 2616 27 28 15 29 30 1431 32 13 3x10 = 3x4= 3x8= 5x14 MT20HS= 3x8= 3x4 = i 7-0-0 11-6-10 15-11-8 20-4-& 24-11-0 31-11-0 7-0-0 4-6-10 4-4-14 4�-14 4-6-10 7-0-0 Plate Offsets(X Y)— [2:0-5-2.0-1-81.[4:0-8-4.0-2-41.[7:0-4-0.Edgel.19:0-8-4 0-2-41.[11:0-5-2 0-1-81 [14:0-3-8.0-1-81.f15:0-7-0,0-3-01,[16:0-3-8.G-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.67 15 >569 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -1.22 15 >312 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.24 11 n/a n/a BCDL 5.0 Code FBC2014fTP12007 (Matrix) Weight:156 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 2-1-13 oc purlins. 4-7,7-9:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-8-11 oc bracing. BOT CHORD 2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=2029/0-3-8 (min.0-2-6),11=2030/0-3-8 (min.0-2-6) Max Horz 2=44(LC 23) Max Uplift 2=-919(LC 4),11=-920(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=5191/2231,3-4=-5142/2245,4-18=-6594/2833,18-19=-6593/2833,5-19=-6593/2833, 5-20=-7124/3027,20-21=-7124/3027,6-21=7124/3027,6-7=-7124/3027,7-22=-7124/3027, 8-22=-7124/3027,8-23=6599/2837,23-24=-6600/2837,9-24=-6600/2837, 9-10=-5145/2247,10-11=-5194/2234 BOT CHORD 2-17=-2071/4844,17-25=-2079/4884,25-26=207914884,16-26=-2079/4884, 16-27=-2757/6593,27-28=-2757/6593,15-28=-2757/6593,15-29=2751/6600, 29-30=-2751/6600,14-30=-2751/6600,14-31=-2063/4887,31-32=2063/4887, 13-32=-2063/4887,11-13=-2038/4846 WEBS 4-17=-63/442,4-16=773/1965,5-16=-810/409,5-15=230/636,6-15=473/276, 8-15=-226/629,8-14=-812/410,9-14=-776/1969,9-13=-64/442 NOTES- (11-12) 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=3.Opsf;h=24ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 919 Ib uplift at joint 2 and 920 Ib uplift at joint 11. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)200 Ib down and 227 Ib up at 7-0-0,110 Ib down and 1061b up at 9-0-12,110 Ib down and 106 Ib up at 11-0-12,110 Ib down and 106 Ib up at 13-0-12,110 Ib down and 106 Ib up at 15-0-12,110 Ib down and 106 Ib up at 16-10-4,110 Ib down and 106 Ib up at 18-10-4,110 Ib down and 106 Ib up at 20-10-4,and 110 Ib down and 1061b up at 22-10-4,and 200 Ib down and 227 Ib up at 24-11-0 on top chord,and 241 Ib down and 114 Ib up at 7-0-0,72 Ib down at 9-0-12,72 Ib down at 11-0-12,72 Ib down at 13-0-12,72 Ib down at 15-0-12,72 Ib down at 16-10-4,72 Ib down at 18-10-4,72 Ib down at 20-10-4,and 72 Ib down at 22-10-4,and 241 Ib down and 114 Ib up at 24-10-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. walllw� WARNING-Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �s a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ��'��' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r Job Truss Truss Type Qty Ply 712019704 1213846 T01 Hip Truss 2 1 ' �Job Reference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MTek Industries,Inc.Wed Sep 1314:47:57 2017 Page 2 ID: 8kMQOgl CcvBYV7m4?iycCyToxk-ALhn3dU4z6oL4gdVg8enBogUWadXH33Jt5Jycmyel4W 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 12)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=54,4-9=-54,9-12=54,2-11=-10 Concentrated Loads(lb) Vert:4=153(8)7=110(8)9=153(B)17=209(B)13=209(8)18=110(8)19=110(B)20=110(8)21=110(8)22=110(B)23=110(B)24=110(B)25=24(B) 26=24(B)27=24(B)28=-24(B)29=24(B)30=24(B)31=24(B)32=-24(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall p/q ■■■ iTek� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019705 1213846 T02 Hip Truss 2 1 lJob Reference(optional Builders FirslSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 Mi ek Industries,Inc.Wed Sep 13 14:47:57 2017 Pagel ID:-8kMQOgICcvBYV7m4?iycCyToxk-ALhn3dU4z6oL4gdVg8enBogTgaaAHBtJt5Jycmyel4W i -2-0-0 15-11-8 22-1111-80 710-2 31-11-0 _ 33-11-0 0-0 12 6-11-82 4-10-14 4 4-10-14 2- Scale=1:58.4 5x6 2x4 II 5x6 = 4.00 12 4 5 6 y 4 92x4 n 3 7 n C 2 8 n m�1 9 0 0 3x8 = 12 11 10 3x8= 3x4= 5x8= 3x4= i 8-4-10 15-11-8 23-5-6 31-11-0 i 8-4-10 7.6-14 7-6-14 B-4-10 Plate Offsets(X,Y)— 12:0-4-0,Edgel.18:0-4-O.Edgel,111:0-4-0,0-3-01 LOADING (psil) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.29 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.55 11-12 >687 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(TL) 0.14 8 n/a nla BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:149 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-8 oc bracing. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1130/0-3-8 (min.0-1-8),8=1130/0-3-8 (min.0-1-8) Max Horz 2=50(LC 8) Max Uplift 2=-429(LC 8),8=-429(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2569/1634,3-4=2307/1437,4-5=-2687/1733,5-6=-2687/1733,6-7=2307/1437, 7-8=2569/1634 BOT CHORD 2-12=-1426/2381,11-12=-1166/2120,10-11=1183/2120,8-10=-1453/2381 WEBS 3-12=-250/282,4-12=-59/287,4-11=-394/739,5-11=-426/348,6-11=-394/739, 6-10=-59/287,7-10=250/281 NOTES- (8-9) 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=3.Opsf;h=24ft;Cat.Il;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 429 Ib uplift at joint 2 and 429 Ib uplift at joint 8. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. * Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not ®� a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing s '�'ca k' is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the Mii fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP11 Quality Criteria,DSB-89 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Piy T12019706 1213846 T03 Hip Truss 2 1 Lbefe ence o do al Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MTek Industries,Inc.Wed Sep 13 14:47:58 2017 Page 1 I D:_8kMQ Ogl CcvBYV7m4?iycCyToxk-eXFg GzU i kPwC i_C hErAOj?Dg 1_x00fST5k2 W 8Cye 14V -2-0-05-10-14 11-0-0 15-11-8 20-11-0 26-0-2 31-11-0 33-11-0 , 2 5-10-14 5-1-2 4-11 11 4-11-8 5-1-2 5-10-14 2-0-0 Scale=1:58.4 5x6 2x4 I 5x6 = 4.00 12 4 5 6 2x4 2xZ:S:24 n 3 7 ci ci 2 8 N cY1 9 cS 12 10 11 3x8 = 3x4= = 3x4= 3x8 5x8 = 8-4-10 15-11-8 23-6-0 , 31-11-0 , 8-4-10 7-0-14 7-6-14 8.4-10 Plate Offsets(X.Y)— 1`2:0-4-0,Edgel.18:0-4-0,Edge1,1`11:0-4-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.24 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.4610-11 >816 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.13 8 n/a n/a BCDL 5.0 Code FBC2014/rP12007 (Matrix) Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1130/0-3-8 (min.0-1-8),8=113010-3-8 (min.0-1-8) Max Horz 2=58(LC 16) Max Uplift 2=-423(LC 8),8=-423(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2557/1640,3-4=-2279/1461,4-5=-2168/1448,5-6=2168/1448,6-7=2279/1461, 7-8=2557/1639 BOT CHORD 2-12=1426/2369,11-12=-1068/1925,1G-1111=1078/1925,8-10=1453/2369 WEBS 3-12=-32O/338,4-12=-1B0/372,4-11=-170/433,5-11=296/233,6-11=170/433, 6-10=-1801372,7-10=-320/338 NOTES- (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vu@=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.ll;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 423 Ib uplift at joint 2 and 423 Ib uplift at joint 8. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall AiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the iVi fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019707 1213846 T04 Hip Truss 2 1 _ ob e e e c (optional) Builders FirslSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MTek Industries,Inc.Wed Sep 13 14:47:58 2017 Page 1 I D:_8kMQOgICcvBYV7m4?'rycCyToxk-eXF9GzUikPwCi_ChErAOj?Dfk—xKOdbT5k2W8Cye 14V 2-0-0 6-10-14 13-0 0 18-11-0 25-0-2 31-11-0 33-11-0 ' 2-0-0 ' 6-10-14 ' 6-1-2 5-11-0 6-1-2 6-10-14 2-0-0 Scale=1:58.4 5x6= 5x6= 4.00 12 4 5 2x4\\ 2x4 N 3 6 N n' R c v N 2 7 N 11 10 9 3x8 = 3x4= 5x6= 3x4= 3x8= 8-4-10 15-11-8 23-0-6 31-11-0 8-4-10 7-6-14 7-6-14 64-10 Plate Offsets KY)— 12:0-4-0.Edoel [7:04-O,Edoel [10:0-3-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.22 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.43 9-10 >873 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.13 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:144 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-1D-13 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1130/0-3-8 (min.D-1-6),7=1130/0-3-8 (min.0-1-8) Max Horz 2=66(LC 12) Max Uplift 2=415(LC 8),7=-415(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2523/1627,3-4=-2314/1547,4-5=-1781/1240,5-6=2314/1547,6-7=-2523/1627 BOT CHORD 2-11=140712332,10-11=-96B/1755,9-10=-97311755,7-9=1434/2332 WEBS 3-11=-343/359,4-11=-356/536,5-9=356/536,6-9=-343/359 NOTES- (8-9) 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=3.Opsf;h=24ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 415 Ib uplift at joint 2 and 415 lb uplift at joint 7. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall p��q/q•�ek• building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss 711r1UT pe QtyPlT12019708 1213846 T05 2 1 Job Reference o do I Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:59 2017 Page 1 ID:-8kMQOglCcvBYV7m4?iy CyToxk-6joYUJVLVj23J8ntoZhFGDmoZO171whcKOo3heye14U -2-0-0 7-10-14 15-0-0 16-11-0 24-0-2 31-11-0 33-11-0 2-0-0 7-10-14 7-1-2 1-11-0 7-1-2 7-10-14 22-0 Scale=1:59.3 4x6 = 4x6= 5 6 3x6 >34 4.00 12 3x4 4 4 3 A n 2 9 n 1 10 0 3x8 = 15 14 13 o 12 11 3x8 = 2x4 II 3x6= 2x4 I 3x4= 3x4= i 7-10-14 15-0-0 16-11-0 24-0-2 31-11-0 i 7-10-14 7-1-2 1-11-0 7-1-2 7-10-14 Plate Offsets_(X,Y)— I2:0-4-O,Edgel.f9:0-4-0.Ed0el LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.22 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.45 14-15 >847 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) 0.14 9 n/a n/a BCDL 5.0 Code FBC2014frP12007 (Matrix) Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-9 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1130/0-3-8 (min.0-1-8),9=1130/0-3-8 (min.0-1-8) Max Horz 2=-75(LC 13) Max Uplift 2=-406(LC 8),9=-406(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2490/1608,3-4=1728/1158,4-5=-1659/1176,5-6=-158211170,6-7=1659/1176, 7-8=1728/1158,8-9=2490/1608 BOT CHORD 2-15=-1381/2295,14-15=-1381/2295,13-14=850/1582,12-13=850/1582, 11-12=-1407/2295,9-11=-1407/2295 WEBS 3-14=-823/599,5-14=-182/310,6-12=182/310,8-12=823/599 NOTES- (8-9) 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=3.Opsf;h=24ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 406 Ib uplift at joint 2 and 406 Ib uplift at joint 9. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019709 1213846 T06 common Truss 4 1 Lb Reference(optional) ' l .. Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 Mirek Industries,Inc.Wed Sep 13 14:47:59 2017 Page 1 I D:_8kMQ Ogl CcvBYV7m4?iycCyToxk-6joYUJVLVj23J8ntoZhFG DmnXOM WI2b cKOo3heye 14U r -211 8-4-10 15-11-8 23-0-6 31-11-0 33-11-0 , 8-4-10 7-6-14 7-6-14 8-4-10 2-0-0 Scale=1:57.5 4x6= 5 3x6 3x6 4.00 12 2x4\\4 6 2x4 1/ 3 7 n 2 8 1 9 ISS 0 12 13 11 14 10 O 3x8= 3x4 = 4x6= 3x4= 3x8= i 10-10-15 21-0-1 31-11-0 10-10-15 10-1-3 10-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.32 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.63 2-12 >606 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.09 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:136 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-6-1 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=113010-3-8 (min.0-1-8),8=1130/0-3-8 (min.0-1-8) Max Horz 2=79(LC 16) Max Uplift 2=-402(LC 8),8=-402(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2442/1625,3-4=-2102/1424,4-5=-2028/1443,5-6=-2028/1443,6-7=2102/1424, 7-8=2442/1625 BOT CHORD 2-12=-1394/2249,12-13=810/1491,11-13=810/1491,11-14=-810/1491,10-14=-810/1491, 8-10=-1420/2249 WEBS 5-10=-403/648,7-10=-489/483,5-12=-403/648,3-12=-489/484 NOTES- (7-8) 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=3.Opsf;h=24ft;Cat.ll;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)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 jive 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,with BCDL=5.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 402 Ib uplift at joint 2 and 402 lb uplift at joint 8. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �- a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall ■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ��'�'�k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss TypeQty Ply T12019710 1213646 T07 GABLE 2 1 Lb Reference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 Mi ek Industries,Inc.Wed Sep 13 14:48:012017 Page 1 ID:-8kMQOglCcvBYV7m4?iycCyToxk-26wlv?.Xb1KInZSxGv-jLerFLC7?D2 vniHAlXyel4S -2-0-015-11-8 31-11.0 33-11-0 , 2-0-0 15-11-8 15-11-8 2-0-0 Scale=1:57.5 4x6= 2x4 I I 2x4 I I 2x4 II 11 12 13 2x4 II 2x4 I I 10 14 2x4 I I 5x6%2x4 11 9 15 2x4 I 15x6 ` g 4.00 12 2x4 II 79 1617 2x4 II 2x4 2x4 II w II g 18 2x4 II 5 19 2x4 11 2x4 II 4 20 2X4 II 3 21 n 2 22 c1 2 w 3 I� o 3x4 = 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4= 2x4 112x4 11 2x4 12x4 112x4 112x4 112x4 112x4 2x4 11 5x6=2x4 112x4 112x4 12x4 112x4 112x4 112x4 112x4 12x4 I I 31-11-0 31-11-0 Plate Offsets(X.Y)— [7:0-3-0.0-3-01 [17:0-3-0.0-3-01.[33:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.02 23 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.03 23 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WE 0.05 Horz(TL) 0.00 22 n/a n/a BCDL 5.0 Code FBC2014rrP12007 (Matrix) Weight:188 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 31-11-0. (lb)- Max Horz 2=79(LC 12) Max Uplift All uplift 100 Ib or less atjoint(s)34,35,36,37,38,39,40,41,42,32,31,30,29,28,27,26, 25,24 except 2=143(LC 8),22=-153(LC 9) Max Grav All reactions 250 Ib or less atjoint(s)33,34,35,36,37,38,39,40,41,42,32,31,30,29,28, 27,26,25,24 except 2=253(LC 1),22=253(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (10-11) 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=3.Opsf;h=24ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)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 ANSUTPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 7)'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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)34,35,36,37,.38, 39,40,41,42,32,31,30,29,28,27,26,25,24 except Qt=lb)2=143,22=153. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/0312015 BEFORE USE. ■ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing A A�''•�k' is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the /V1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandda,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty [�TlJb 712019711 1213846 TOB GABLE 2 o do al ' Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:48:02 2017 Page 1 ID:_BkMQOglCcvBYV7m4?iycCyToxk-WIUg6LYDoeQdAbVSThEqurOQ5bTAYUz20MOjHzyel4R -2-M15-11-8 31-11-0 2-0-015-11-8 15-11-8 Scale=1:55.4 2x4 II 4x6 2x4 I 2x4 II 11 12 13 2x4 II 2x4 II 10 14 2x4 II 5X6 5-2x4 11 g 15 2x4 I 15x6 16 4.00 16 2 2x4 II 71 17 2x4 II r 2x4 II 6 18 2x4 II 2x4 I 5 19 2x4 I I 2x4 II q 20 2x4 I1 3 21 2 22 d 1 -feliI� 3x4 = 41 40 39 38 37 36 35 34 33 32 31 30 29 26 27 26 25 24 23 3x4= 2x4 112x4 12x4 12x4 112x4 112x4 112x4 112x4 12x4 15x6 =2x4 12x4 12x4 12x4 12x4 112x4 12x4 12x4 2x4 I I 31-11-0 31-11-0 Plate Offsets(X,Y)— [7:0-3-0.0-3-01.117:0-3-0.0-3-01 [32:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 22 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:185 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 31-11-0. (lb)- Max Horz 2=89(LC 12) Max Uplift All uplift 100 Ib or less at joints)24,25,26,27,28,29,30,31,33,34,35,36,37,38,39,40, 41,22 except 2=141(LC 8),23=111(LC 13) Max Grav All reactions 250 Ib or less atjoint(s)24,25,26,27,28,29,30,31,32,33,34,35,36,37,38, 39,40,41,22 except 2=252(LC 1),23=278(LC 24) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (10-11) 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=3.Opsf;h=24ft;Cat.ll;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)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)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)24,25,26,27,28, 29,30,31,33,34,35,36,37,38,39,40,41,22 except Ot=1b)2=141,23=111. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing ty@�T�kg Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss TypeQty Ply 712019712 1213846 T09 Common Truss 8 7Job ' aere ce o tional Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:48:03 2017 Page 1 ID:-8kMQOglCcvBYV7m4?'tycCyToxk-?V22KgYrZyZUol4f1 PIBQ3wTS?kFh2CFOmHgPye14Q -2-0-0 8-0-10 15-11.8 23-6-6 31-11-0 2-0-0 8-4-10 7-0-14 7-6-14 84-10 Scale=1:55.5 4x6 = 5 3x6% 4x6 z 4.00 12 2x4 \\4 6 2x4 3 7 r; n 2 8 n 11 12 10 13 9 3x8 = 3x4= 4x6 = 3x4= 3x6 i 10-10-15 21-0-1 31-11-0 10-10-15 10-1-3 10-10-15 Plate Offsets(X.Y)— 16:0-3-0.Edgel 18:0-1-6 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.33 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.65 8-9 >584 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.09 8 n/a n/a BCDL 5.0 Code FBC2014rTP12007 (Matrix) Weight:133 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied. 6-8:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-3-6 oc bracing. BOT CHORD 2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1137/0-3-8 (min.G-1-8),8=1011/Mechanical Max Horz 2=89(LC 16) Max Uplift 2=-403(LC 8),8=-301(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2463/1651,3-4=-2122/1450,4-5=-2048/1468,5-6=-2078/1493,6-7=2154/1475, 7-8=2496/1690 BOT CHORD 2-11=1477/2269,11-12=-868/1510,10-12=868/1510,10-13=-868/1510,9-13=-868/1510, 8-9=1521/2322 WEBS 5-9=435/688,7-9=-524/517,5-11=-402/647,3-11=-489/485 NOTES- (8-9) 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=3.Opsf;h=24ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)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 fit between the bottom chord and any other members,with BCDL=5.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Gt=1b) 2=403,8=301. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing �Te{C' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPIll Quality Criteria,DS&89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qry ply 712019713 1213846 710 HIP TRUSS 1 � . ob Refere ce o do a Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:48:07 2017 Page 1 ID:_8kMQOgl CcvBYV7m4?iycCyToxk-tGHZ92bMcA3wHNOQGEg7bv5CVc4ydbhoAekUzAyel4M i -2-M 2-8-15 64-10 10-M 13-8-1 16-5-0 18-5-0 2-0-0 2 8 15 3-7-11 3-7-11 3-7-11 2 8-15 2-M Scale=1:33.3 4.00 12 4x 3x = 3x6= 4x= 3 14 4 15 16 17 5 18 6 5x 5x 2 7 N B N N r N CS 19 12 20 21 22 23 11 24 25 26 27 10 28 13 9 3x8 II 8x10 = 7x8 8x10 = 3x8 . r 2-B-15 8-2-8 13-8-1 16-5-0 2-8-15 5-5-9 5-5-9 2-8-15 Plate Offsets(X.Y)— 111:0-4-0.04-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.16 10-11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.30 10-11 >645 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(TL) 0.05 9 n1a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:205 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins, BOT CHORD 2x6 SP M 26 _ except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-13,7-9:2x6 SP No.2,2-12,7-10:2x4 SP No.2 REACTIONS. (Ib/size) 13=4563/0-5-8 (min.0-2-11),9=4563/0-5-8 (min.0-2-11) Max Horz 13=25(LC 6) Max Uplift 13=1628(LC 4),9=-1628(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=6311/2165,3-14=-6092/2099,4-14=6092/2099,4-15=-11553/3880, 15-16=-11553/3880,16-17=-11553/3880,5-17=-11553/3880,5-18=6092/2099, 6-18=-6092/2099,6-7=-6311/2165,2-13=4404/1580,7-9=-440411580 BOT CHORD 13-19=-143/405,12-19=143/405,12-20=3302/9805,20-21=-3302/9805, 21-22=-3302/9805,22-23=-3302/9805,11-23=-3302/9805,11-24=3296/9805, 24-25=3296/9805,25-26=-3296/9805,26-27=-3296/9805,10-27=3296/9805, 10-28=126/405,9-28=-126/405 WEBS 3-12=-585/1962,4-12=4211/1442,4-11=761/2504,5-11=-761/2504,5-10=-4211/1442, 6-10=-585/1962,2-12=2053/5994,7-10=2053/5993 NOTES- (11-12) 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 cc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.ll;Exp C;Encl., GCpi=0.18;MWFRS(envelope);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0p9f 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 13=1628,9=1628. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall ■■■��•�YY` building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the e fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss F.russ Type Qty Ply 712019713 1213846 T10 TRUSS 1 ' 72job Reference(optional Builders FirslSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:48:07 2017 Page 2 1 D:_8kMQOgl CCVBYV7m4?iycCyToxk-tGHZ92bMcA3wHNOQGEg7bv5CVo4ydbhoAekU7Aye14M NOTES- '(11-12) 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)142 Ib down and 143 Ib up at 2-8-15,16 Ib down and 43 Ib up at 4-9-11,16 Ib down and 43 Ib up at 6-9-11,16 Ib down and 43 Ib up at 8-2-8,16 Ib down and 43 Ib up at 9-7-5,and 16 Ib down and 43 Ib up at 11-7-5,and 142 Ib down and 143 Ib up at 13-8-1 on top chord,and 1001 Ib down and 311 Ib up at 2-24,43 Ib down and 59 Ib up at 2-8-15,1001 Ib down and 311 Ib up at 3-11-8,4 Ib down and 8 Ib up at 4-9-11,1001 Ib down and 311 Ib up at 5-11-8,4 Ib down and 8 Ib up at 6-9-11,1001 Ib down and 311 Ib up at 7-11-8,4 Ib down and 8 Ib up at 8-2-8,1001 Ib down and 311 Ib up at 8-5-8,4 Ib down and 8 Ib up at 9-7-5,1001 Ib down and 311 Ib up at 10-5-8,4 Ib down and 8 Ib up at 11-7-5,1001 Ib down and 311 Ib up at 12-5-8,and 43 Ib down and 59 Ib up at 13-7-5,and 1001 Ib down and 311 Ib up at 14-2-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 12)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=54,2-3=-54,3-6=-54,6-7=-54,7-8=54,9-13=-10 Concentrated Loads(lb) Vert:3=36(F)6=36(F)11=1995(F=6,B=-2001)12=23(F)10=23(F)19=-1001(8)20=1001(B)21=6(F)22=1001(B)23=6(F)24=6(F)25=-1001(B)26=6(F) 27=1001(13)28=1001(B) ®WARNING-Verrry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design.valid for use only with Mffek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing NtiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019714 1213846 T11 HIP TRUSS 1 TReference o io a Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:48:08 2017 Page 1 I D:_8kMQOglCcvBYV7m4?iycCyToxk-LSrxNOc_NUBnvWzcgyLM76eQzOLFMAyx01T2Vdye14L -2-0-0 7-0-0 9-5-0 16-5-0 18-5-0 2-0-0 7-M 2-5-0 7-0-0 2-0-0 Scale=1:33.2 4x12 = 5x6= 3.00 12 3 9 4 O N N 2 5 A6 Ire 0 0 8 10 7 3x8 = 2x4 I 5x6 = 3x8 = t i 7-0-0 '2 -5-0 16-5-0 7-M 2-5-0 7-0-0 Plate Offsets(X,Y)— 12:0-4-0.Edoel.13:0-7-0.0-2-41,r5:0-4-O.Edoel [7:0-3-0,G-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.22 7-8 >856 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.30 8 >630 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.09 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:64 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31'Except* TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins. 3-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-3 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1071/0-5-8 (min.0-1-8),5=1071/0-5-8 (min.0-1-8) Max Horz 2=36(LC 4) Max Uplift 2=-642(LC 4),5=642(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2888/1816,3-9=-2768/1793,4-9=2768/1793,4-5=-2889/1817 BOT CHORD 2-8=1732/2745,8-10=1746/2767,7-10=1746/2767,5-7=-1702/2746 WEBS 3-8=175/425,4-7=-193/426 NOTES- (10-11) 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=3.Opsf;h=24ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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)except(jt=lb) 2=642,5=642. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)203 Ib down and 220 Ib up at 7-0-0,and 110 Ib down and 100 Ib up at 8-2-8,and 203 Ib down and 220 Ib up at 9-5-0 on top chord,and 247 Ib down and 219 Ib up at 7-0-0,and 72 Ib down at 8-2-8,and 2471b down and 219 Ib up at 9-4-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=54,3-4=-54,4-6=-54,2-5=-10 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not �- a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1VI C fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019714 1213846 T11 HIP TRUSS 1 1 � Lb Reference(cotionall Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MIrek Industries,Inc.Wed Sep 13 14:48:08 2017 Page 2 ID:_8kMQOglCcvBYV7m4?iycCyToxk-LSrxNOc NUBnvWzcgyLM76eQzOLFMAyxOIT2Vdye14L LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=156(B)4=-156(B)7=215(B)8=-215(B)9=-11 O(B)1O=24(B) ®wARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ��°�'�k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPi1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property a offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing,is always required. See SCSI. O_y1fi c1-2 c2-3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 0 WEBS 0 3v 4 may require bracing,or alternative Tor I T O �y, 1 9 pof bracing should be considered. = ° O U 3. Never exceed the design loading shown and never a s�° U stack materials on inadequately braced trusses. O a F__ p 4. Provide copies of this truss design to the building For 4 X 2 orientation,locate c�s cs-� cs s F-- designer,erection supervisor,property owner and plates 0- 'hd'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots In AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIfrPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSlfrPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. A The first dimension is the plate 10.Camber is a non-structural consideration and is the �# X 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless Otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chards require lateral bracing at spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior <�F6 (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ya 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards' project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. W1 is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, B& m i" keANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.10/03/2015 Boise Cascade Double 3-1/2" x 16 , VE2,0 3100 SP Floor BeamT1301 D?/ 1 span No cantilevers 10/12 slope Septombor13.2O17 10:59:04BOCALCODooignRopurt Build 6080 File Name: 8OOALCProject Job Name: Deacripdnn: Dnaigna\FBO1 Address: City, State,Zip:. Designer: Customer: Company: Codereports: ESF-1040 Miac' 16-01-00 BO 131 Total Horizontal Product Length 16-01-00 Reaction S (DownUplift) Bearing Live Dead Snow Wind Roof Live BO, ~ .^ ~^^' . -....' . -, _' - B1. 3'1/2^ 322/0 4700/0 5.718/0 Live Dead Snow Wind Roof mm nib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 3 T09 Roof Truss Unf. Lin. (lb/ft) L 00-00-00 16-01-00 427 711 n/a Controls Summary Value %Allowable Duration Case Location Poa, Moment 39,533 ft-lbs 42.3% 125% 2 08'00-00 End Shear 8,312 lbs 31.2% 125% 2 01'07'08 Total Load Dofi U518 0.384'') 46.5% n/a 2 08'00'08 Live Load Dof|. U940 (0.2") 38.3% n/a 5 08'00'08 Max Def|. 0.364" 3G.4% n/a 2 08'00'08 Span/Depth 11.7 n/a n/a O 00'00'00 Squash Blocks Valid mm|m° m/umw Bearing BO Wall/Plate 3-1/2"x 7" 10,417 lbs n/a 56.7% Unspecified B1 Wall/Plate 3-1/2"x 7" 10,417 lbs n/a 56.7% Unspecified Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) 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. Page 1 of ©Boise Cascade Double 3-1/2" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\F1301 Dry 1 span No cantilevers 10/12 slope September 13, 2017 10:59:04 BC CALCO Design Report Build 6080 File Name: BC CALC Project Job Name: Description: Designs\FB01 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure b —d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of Boise Cascade engineered • • wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c= 12" (800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALC@,BC FRAMER@,AJST°^, Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from ALLJOIST@,BC RIM BOARD-,BCI@, each side. BOISE GLULAMTM,SIMPLE FRAMING Bolts are assumed to be Grade A307 or Grade 2 or higher. SYSTEM@,VERSA-LAM@,VERSA-RIM Member has no side loads. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@are Connectors are: 1/2 in. Staggered Through Bolt trademarks of Boise Cascade Wood Products L.L.C. August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 �0 ® MiTek USA,Inc. Page 1 of 1 Note:T-Bracing/I-Bracing to be used when continuous lateral bracing o is impractical.T-Brace/I-Brace must cover 90%of web length. a 00 aNote:This detail NOT to be used to convert T-Brace/I-Brace MiTek USA,Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous Rows of Lateral Bracing Note: Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace MI-Brace 2x8 2x8 T-Brace 2x8 I-Brace Nails Brace Size for Two-Ply Truss k Specified Continuous Rows of Lateral Bracing _-ASPACING Web Size 1 2 k 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace WEB k 2x6 2x6 T-Brace 2x6 I-Brace --A 2x8 2x8 T-Brace 2x8 I-Brace k -A T-Brace/I-Brace must be same species T-BRACE and grade(or better)as web member. Nails / Section Detail T-Brace Web Nails Web I-Brace Nails/ FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WINDI n�� ® MiTek USA,Inc. Page 1 of 1 GENERAL SPECIFICATIONS Doo 1.NAIL SIZE=3"X0.131"=10d 2.WOOD SCREW=3"WS3 USP OR EQUIVALENT u DO NOT USE DRYWALL OR DECKING TYPE SCREW MiTek USA, Inc. 3.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE PER DETAIL A GABLE END,COMMON TRUSS 4.BRACE VALLEY WEBS IN ACCORDANCE WITH THE OR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS. 5.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. it BASE TRUSSES VALLEY TRUSS TYPICAL VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P 12 OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 10d WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH NAILS 6"O.C. WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 ATTACH 2x4 CONTINUOUS NO.2 SYP CATEGORY II BUILDING TO THE ROOF W/TWO USP WS3(1/4"X 3") EXPOSURE C WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD=50 PSF MAX SPACING=24"O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES DETAIL A (NO SHEATHING) N.T.S. JANUARY 28, 2015 LATERAL TOE-NAIL DETAIL ST-TOENAIL-SP MiTek USA,Inc. Page-1 of 1 �OO �ullur NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER a oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND a oo EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek USA,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. THIS DETAIL APPLICABLE TO THE OE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nail) THREE END DETAILS SHOWN BELOW DIAM. SP DF HF SPF SPF-S .131 88.0 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR ip 162 108.8 99.6 86.4 84.5 73.8 ILLUSTRATION PURPOSES ONLY ri .128 74.2 67.9 58.9 57.6 50.3 z SIDE VIEW z ,131 75.9 69.5 60.3 59.0 51.1 (2x3) 2 NAILS N .148 81.4 74.5 64.6 63.2 52.5 c'') NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3)-16d NAILS(A 62"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: SIDE VIEW SIDE VIEW 3(nails)X 84.5(Ib/nail)X 1.15(DOL)=291.5 Ib Maximum Capacity (2x4) 4 x NAILS 3 NAILS 4 NEARSIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY ANGLE MAY VARY FROM ANGLE MAY VARY FROM 30°TO 60° VARY FROM 30°TO 600 30*TO 601 45.00' 45.000 45.00o FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK MiTek USA,Inc. Page 1 of 1 a 00 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, a 2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET MiTek USA, Inc. ALONG A FLOOR TRUSS. NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED,BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING ATTACH TO VERTICAL SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH WEB WITH(3)-10d NAILS (0.131"x 3") TO TOP CHORD (0.131"x 3")TO NOT USE DRYWALL TYPE SCREWS) ATTACH TO VERTICAL WEB WITH(3)-10d NAILS (0.131"x 3") BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE ATTACH TO CHORD VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND WITH TWO#12 x 3" RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d WOOD SCREWS(. DIAM.) NAILING THE STRONGBACK NAILS(0.131"x 3")IN EACH CHORD USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE ANCHOR TO ATTACH WEB WITH(3)-10d NAILS SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF TO BOTTOM CHORD (0.131"x 3") (0.131"x 3") STRONGBACK(DO NOT USE DRYWALL TYPE SCREWS) TRUSS 2x6 4-0-0 so WALL BLOCKING STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS) 'se - THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS.IF SPLICING IS NECESSARY,USE A 4'-0"LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-1 Od NAILS (0.131"x 3")EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-1 Od NAILS(0.131"x 3")STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) FEBRUARY 14, 2012STANDARD PIGGYBACK ST-PIGGY-7-10 TRUSS CONNECTION DETAIL MiTek USA,Inc. MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING=24"O.C. a oo CATEGORY II BUILDING a oo EXPOSURE B or C ASCE 7-10 DURATION OF LOAD INCREASE:1.60 DETAIL IS NOT APPLICABLE FOR TRUSSES MiTek USA,Inc. TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNER ARE REQUIRED. A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN E WITH(2)0.131"X 3.5"TOE NAILED. B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24"O.C. A UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH(2) 0.131"X 3.5"NAILS EACH. D-2 X_X 4'-0"SCAB,SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,ATTACHED TO ONE FACE,CENTERED ON INTERSECTION,WITH(2)ROWS OF 0.131"X 3"NAILS @ 4"O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH DIRECTIONS AND: TT 1.WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR 2.WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 12 fL E-FOR WIND SPEEDS BETWEEN 126 AND 160 MPH,ATTACH C MITEK 3X6 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT 72"O.C.W/(4)0.131"X 1.5"PER MEMBER.STAGGER NAILS FROM '711 OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE. (MIN.2 PAIRS OF PLATES REQ.REGARDLESS OF SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB CONNECTION PER NOTE D ABOVE This sheet is provided as a Piggyback connection FOR ALL WIND SPEEDS,ATTACH MITEK 3X6 20 GA Nail-On PLATES TO detail only.Building Designer is responsible for all EACH FACE OF TRUSSES AT 48"O.C.W/(4)0.131"X 1.5"PER MEMBER. permanent bracing per standard engineering practices or STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5"EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. VERTICAL WEB FOR LARGE CONCENTRATED LOADS APPLIED EXTEND THROUGH BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE,GRADE,AND MUST LINE UP AS SHOWN IN DETAIL. 2) ATTACH 2 x_x 4'-0"SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131"X 3")NAILS SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) (MINIMUM 2X4) 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 4000 LBS(@1.15). REVIEW BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 4000 LBS. 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS DESIGN. FEBRUARY 14, 2012 Standard Gable End Detail ST-GE130-001 MiTek USA,Inc. Page 1 of 2 a Typical_x4 L-Brace Nailed To 2x_Verticals W/10d Nails,6"o.c. Vertical Stud 0 0o Vertical Stud (4)-16d Common DIAGONAL Wire Nails BRACE MiTek USA, Inc. 16d Common SECTION B-B Wire Nails 5 DIAGONAL BRACE �� + Spaced 6"o.c. 4'-0"O.C.MAX (2)-10d Common 2x6 Stud or Wire Nails into 2x6 2x4 No.2 of better TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace Nailed To 2x Verticals 12 SECTION A-Aw/(4)-10d Common Nails q Varies to Common Truss 2xa Stud SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING A TO TRUSSES WITH(2)-10d NAILS AT EACH END. ** ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. B g 3x4= (4)-8d NAILS MINIMUM,PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK 4c -Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B 2a"Max Roof Sheathing--\� NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. \` 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1' 3" WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. (2)-1 pd 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. / 2 10d NAILS BRACING OF ROOF SYSTEM. ARCHITECT OR ENGINEER OR TEMPORARY AND PERMANENT / ( ) 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF - �rUS S @ 24" O.C. DIAPHRAM AT 4'-0"O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A / 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. 2'x6 DIAGONAL BRACE SPACED 48"O.C. (REFER TO SECTION A-A) Diag. Brace ATTACHED TO VERTICAL WITH(4)-16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 point COMMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. TO BLOCKING WITH(5)-10d COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed TYPE TRUSSES. End Wall HORIZONTAL BRACE (SEE SECTION A-A) 2 DIAGONAL Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS Species and Grade Maximum Stud Length 2x4 SPF Std/Stud 1 12"O.C. 1 4-0-7 4-3-2 6-0-4 8-0-15 12-1-6 2x4 SPF Std/Stud 16"O.C. 1 3-7-0 3-8-4 5-2-10 1 7-1-15 10-8-15 2x4 SPF Std/stud 24"O.C. 1 2-11-1 1 3-0-2 1 4-3-2 1 5-10-3 1 8-9-4 Diagonal braces over 6'-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces attached to both edges. Fasten T and I braces to narrow edge of web with 10d common wire nails 81n o.c.,with Sin minimum end distance. Brace must cover 90%of diagonal length. MAX MEAN ROOF HEIGHT=30 FEET CATEGORY If BUILDING EXPOSURE B or C ASCE 7-98,ASCE 7-02,ASCE 7-05 130 MPH ASCE 7-10 160 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 MiTek USA,Inc. Page 2 of 2 alar ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 0o Trusses @ 24" o.c. 0 00 HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek USA, Inc. Roof Sheathing TO BLOCKING WITH(5)-10d COMMONS. Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO i6d NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS X 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN \ TO BLOCKING W1 TWO 16d NAILS(MIN) Diag. Brace \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES if neededON EITHER O IBLOCKING TRUSSES WITH(2)1 0d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(.131"X3")NAILS SPACED 6"O.C.(2X4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAL/STUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD / GABLE TRUSS 41 RI TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Multiple-Member Connections for Side-Loaded Beams with Concentrated Loads Table 1: Maximum Concentrated Load Applied to Beam-Bolt or Nail Connection (lbs)(') Hanger 'lz m;org/4"oBoltst'�la 16d(0.148",x 31/4")Nails Beam:Configuration Bolt. : #Bolts: ;_ #Nails Type Diameter 2 2:": - 4 �. 6, ,, 8 6 ,,.�2 '•118 =:� 24 �' 0.5 2,100 4,200 6,300 8,400 3-plys/4' FACE 2,125(') 4,250(') 6,37015 8,49515 (5'/a"Beam) 0.75 3,060 6,120 9,180 12,240 TSP 0.5 760 1,525 2,285 3,050 1,060(61 2,125(61 3,185(6) 4,250(61 0.75 930 1,860 1 2,790 3,720 x FACE - -- - -- - - - z - (5'/4"Beam)' 0-5 1,050 2,100 3,1504,200 F TOP 1;000 2,125 3;185 4,256_" 0.75 1,530 3,060 4,590> 6,120 0.5 2,100 4,200 6,300 8,400 FACEV (5> (51 (51 (5) {5'/4"B@am) TOP 2,125 4,250 6,370 8,495 0.75 3,060 6,120 9,180 12,240 0.5 1,400 2,800 4,200 5,600 FACE' - -- 4-ply 131a" 0.75 2,040 4,080 6,120 8,160 (7",Beam) I TOP 0.5 675 1,355 2,030 2,710 0.75 825' 1,655 2,480;; 3,305 FACE " 0.5 2,800 5,600 8,400 11,200 2 830 5,665 8,495 11,330 (5) (5) (5) (5) 2-ply 1%"+3%" 0.75 5,025 10,050 15,070 20,095 (7'Beam) t 0.5 935 1,865 1 2,800 3,735 ! TOP 945(6) 1,890(6) 2,830(6) 3,775(6) 0.75 1,360 2,720 4,080 5,440 0.5 1,720 3,440 5,160 6,880 2 ply . FACE/ (7„Bea`t;it) _TOP 0.75 2,480 4,960 7,440 9,920 0.5 1,015 2,030 3,050 4,065 :2-ply 1$/4'F+3%/ FACE/ (7"Beam) TOP - - - -- 0.75 1,240 2,480 3,720 4,960 FACE 1-720= 3,440 5,160 6,880 -_ - 2-ply 1 g/a"":+3�/z" 0.75 2,480 4,960 7,440' 9,920 (T'Beam) € TOP 05 675'. 1,355 2,030 2,710 0.75 825,; 1,655 2,480. 3,305 0.5 2,800 5,600 8,400 11,200 _5'/4"+1 a/4" FACE 1 (5) (51 (51 (s) (7"Beam) TOP 2,830 5,665 8,495 11,330 0.75 5,025 10,050 15,070 20,095 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Washers required.Bolt holes to be 9/16"maximum for YT bolts, 13/16"maximum for'/"bolts. 3. Minimum end distance for bolts is 6". 4. Drilling bolt holes reduces the section of the beam and thus the load capacity of the supporting member.Shear and moment capacity of the beam must be checked at the location of each row of bolts. 5. Number of required nails shown must be installed from side opposite hanger. 6. Number of required nails shown must be installed from hanger side.Additionally,install half the number of required nails from side opposite hanger. Page 1 of 8 AA CONTACT US ■ 1.888.iLevel8 (1.888.453.8358) -www.iLevel.com AWeyerhaeuser,ii-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.0 2010 Weyerhaeuser NR Company.All rights reserved. TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 2A: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (lbs)t') , Fastener;T e Beam Configuration Hanger S rew USP WS Simpson SDS TypeLength #Screws #Screws 4 fi 8 .2 4 g . 8- FACE P, 3'/2" 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 3 ply 1'l<" {5'/a'B@dtl7)�• �TOP t�� 3W 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 -- 1 '$ FACE 3 - (5'/a' �x _TOP t4)-.; 3W 720 1,435 2, 55 2 870 3,02 . 2,040- 3,060 �4 080;; 3'/s" FACE/ 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 --,TOP t3} _ 3'/z' FACE tet 6"tst 1;055 2,110 3 1E5 4"220 2,720- 4,080 5,440" 4-ply 114t" (7'Beam} { -TOP 2y 6„t6> 705 x 1,405 2,110 '2 810 =905 -.1,815 :2,720, 3,625 FACE(3) 3'/:" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 2-ply 13Ja`--+3'/s" T(5) 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 (7"Beam) TOP tet 3'W 640 1,275 1,915 2,550 905 1,815 2,720 3,625 6"t5t 705 1,405 2,110 2,810 905 1,815 2,720 3,625 3 FACE i T(s) " {7'Beam) TOP{2) 6" 3;055 2 110 3,165 4,220 ,-930 1,800 3,71:5; Z=ply1'/s':+3%" FACE/ 6"(5) 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 (7"Beam) TOP M FACE(4) 6" 1;056 2'1 10 3,185 4,220 930 1,860 ,.2,785 3 715 2-ply TOP(°) a 6"t6l 705 .1 405> °2,110 2,810 °--905 1.8116 T,2;720 3 625 x.>�w ;..:, Y a FACE I 3'/" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 TOP tat 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. 5. 6"SDS or WS screws can be used with Parallam®PSL and Microllam®LVL,but are not recommended for TimberStrand®LSL. Page 2 of 8 ww CONTACT US ■ 1.888.iLevel8(1.888.453.8358)■www.iLevel.com `1Weyerhaeuser,ii-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. � I : c TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 2B: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (lbs)(') .Connectl4 Name Wood Hanger TrussLok Bea'mConfiguration` Type Screw ' #Screws " Length 4 �6 8 FACE tat 3%" 1,600 3,205 4,805 6,410 3 ply 4%7 (551/4 Beam) # TOP t?t 3%" 800 1,600 2,405 3,205 FACE 3%" - - 3%-+13/4" TOP tot 3'/" 800 1,600 2405 ;_,3,205 `E.. 31/2 +1�/4" FACE/ (51/i'Beam) ; TOP tat 3%" 1,600 3,205 4,805 6,410 4-ply�1'/a5" 6'/< 1;1602,320 3,480c 4,640 FACE tet (7' Bean) / TOP tet 5-,6%' 775 1,545 2,320 3,095 {3t 2,135 4,270 6,410 8,545 FACE 2'ply 1%'4 31/2': 5",63/4" 2,320 4,640 6,960 9,280 (7"Seam) TOP tZt 3'/" 710 1,425 2,135 2,850 5",6%" 775 1,545 2,320 3,095 2-:011y nr/' FACET,` 15",6'/" 1,160 2,320 3,480•' =4,640',: (7' Beam)" TOP tet FACE E 31/z" tat" 5",6/+" 1,160 2,320 3,480 4,640 (7"Beam) 2-ply 13/a''#3'/ ' i FACE(4) 5%6'/," 1,160 2,320 3,480 4,640 (7"Beam) TOP tot 5",6'/," 1,160` -2,320 3,480 4,640, 4 f 551/4 `f'41/4" .. FACE I f 3 =,1 5",6'/a" 2,320 4,640 6,960 9,280 (7 Beam) III ` TOP(3) s ' 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. Page 3 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. ■ '. TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 1,2A, 2B General Notes ■ Connections are based on NDS®2005 or manufacturer's code report. ■ All plies must be the same material and grade. ■ Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. ■ Rotational effects should be considered for 7"wide beams loaded from one side only. ■ Capacities shown for face mount hanger conditions are based on 16d common(0.162"x 3'/")nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. ■ Verify adequacy of beam with all loads applied by using iLevel software or other methods. ■ See the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide(#TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details ■ 1/2'bolts-9/16"o maximum holes ■ 3/4'bolts-13/16'o maximum holes ■ Lead holes not required for wood screws N C Conc.Load Conc.Load 00 Conc.Load Conc.Load Q� 00 N M � ' ar 3v-K 1R t ; tu.1i E0. 2' Max (typ) 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Pattern Pattern Pattern Min.Beam Depth: Min.Beam Depth: Min.Beam Depth: d=7'/4"for%"o bolts d=9W for'/:"o bolts d=11'/:'for%_"o bolts d=9'/<"for%"o bolts d=14"for'/d'o bolts d=16"for%"o bolts Conc. Load Nailed Connection Detail � a E a *STAGGER NAILS TO PREVENT SPLITTING 16d Sinker(typ) 1 p_ /- (0.148"x 3'/4") L6 Nail Pattern] I 12 Nail Pattern---III 18 Nail Pattern Page 4 of 8 24 Nail Pattern - CONTACT CONTACT US■ 1.888.iLevel8(1.888.453.8358)■www.iLevel.com A&Weyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. L= TECHNICAL LLETI-N March 2010 by Weyerhaeuser _ Bulletin TB-300 Table 3: Allowable Capacities of 5'/4' Beams with Bolt Connections .�.�,.��..��..-._�.._�,,.._.�..,..,�., ._�.......a Bolt Conn. Beam Depth Dia'; Loc T/4' 9'14' 9'lz•• X11'/4" 11T18" . .14" ;-16•• 18 20" " X24•• <'5d 6 235 6 5_45 8 755 9 560 12,345 15,005 ;, _ _ _ _. Max /z _ _ _. _ _._._ >�5d , .. ,1'0,160 10,500 12,950 13,825 °-16,800 "•`1.9,600 Shear; <5d 3 995 4 260 6 210 6,940 9_5_10 12,015 y:5d 8,750_ W 9,100;; 11,550: 12,425" 15,400 18;200 10,605 15,295 15,685 23,905 32,760 42,265 4. 9,355 13,470 13,730 20,915 28,725 ,/.. 37,250 z 9350 28,725 37,245 �: Max: 77777T7-7 _ 13470 "13,510` 20,575 2 � dr = 8,275 36;685. ' Moment" 3 10,600 15,290 15,685 23,900 32,755 42,260 ,/4., 8 4 9;900 14,215 14,195. 21,490 29,020 37;225 " 6 29,015 37 220 " 36,656 <5d = 2_,74_5 4,44_5_ 4,665 6,240 6,810 8,795 _10,690 12,610 14,545 18,440 Max '/z" >",5d 5,235 .7,230 7,48Oµ~ 9,225" 9,850 11,970 13,965 15,960 17,955 21,945' Shear (lbs) <,5d 1,455 2,845_ 3 035 4,425 4,945 6,77_5 8,560 10,390 12,250 16,040 J° µ: '/.r' ,.. ._. ..�. _....._. 4,240 "6,235,, µ6,485"a 8,230 . 8,855; 10;975 ;12,970 14,965 16;960 20,950 e 2 9,9_60 16,220 17_,105 23,990 26,730 36,385 46,670 58,130 70,740 99,375 4 9,025 14,305 15,065 21,000 23,385 31,905 41;130 51;535 63,100 89,670 6 14 305 15 060 20,995 23,385 31,905 41,125 51,530 63,100 89,670 _. ,. _._. _ _. Y_ o Max 8 --.. _ ._.•-- 20,660 23,010 31,405" 40;510 50,795 ;:62;250 88590 • Moment• 2` 9,950 16,210 17,100 23,985 26,725 36,380 46,665 58,125 70,740 99,370 s/4„ 4�, 15,145 195 21,710 24,030 32,235 41;105 5 5,8 1,120 62,285 88,015 632,230 41,100 51,115 62,280 88,010 ...,F 40 _. ' _ 475 50;335 61;335"' 86,745.= 5d',',_A` 4,520_ 4,745 6,350 6,930 8,950_ 10,8_80 12,830 Max_ /z -'f2-, >=5d 7;360 7,615 9,390 10,025= 12,180 14;210 16,240 Shear <;5d = 2,895 3,090 4,505 5,030 6,895 8,710 10,575 (lbs) . s/�': .. N ; >5d 6,345 6,600 8,375 9,010 1.1;1 1.65 .,131`95 15,2 1.25 �- 2 18,090 19,080 26,760 29,815 40,740 52,430 65,495 16 4 15,960 ,805:: 23,420 26,085 35,725 46;205 58,065 '/z 6 15,955 16,800 23,420 26,080 35,725 46_,205 58,060 _. _ ._ U. _�_ _ Max 2 18,080 19,070 26,755 29,8140,735 - - w Moment` 6" 23 045 25 665 35,165 45510 37 235 _ _ 0 52 425 4 16,890 17,730 24,215` 26,805 36,095 46,180 57,600 6° 36,085 46,170 57,595 8 45;47056,715 Table 3 General Notes Connection location refers to distance from face of bearing to centerline of connection,where d is the beam depth. Less than 5d refers to connections located less than five times the depth of the beam from the face of bearing. ■ Shear reduction has been taken in accordance with.NDS 3.4.3.3. ■ All values shown are for 5%4'widths. Multiply by 1.33 for 7"wide beams. ■ 9%"and 11 YT TimberStrand®LSL are 1.3E grade, all other depths are 1.55E grade. Page 5 of 8 /� CONTACT US ■ 1.888.iLevel8(1.888.453.8358) ■www.iLevel.com AWeyerhaeuser,ii-evel,Microll am,Parall am,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. LEM TECHNICAL BULLETIN March 2010 by Weyerhaeuser Bulletin TB-300 Connection Design Example Given the floor framing shown below,specify the necessary connections for the a 3-ply Microllam®LVL beam supporting a 2-ply Microllam®LVL beam on one side and floorjoists from the other side. The floorjoists apply a 500 plf load to the side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution. s Brg. (Typ•) i I i = 3-1'/4"x 14" Microllam'LVL Beam, Flush ' Additional Connection .................... ....................- Required for r Concentrated Face Mount Hanger with 5,000 lbs Reaction Load L -rr 2- 1s/<"x 1®" 14" Floor Joists @ 24"o.c., Typ. Microllam LVL Beam, Flush 4'-0" 15'-0" Partial Framing Plan Page 6 of 8 CONTACT US ■ 1.888.iLevel8 (1.888.453.8358)■www.iLevel.com AWeyerhaeuser,il-evel,Microllam,Parallam,Timberstrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.02010 Weyerhaeuser NR Company.All rights reserved. Ica Ift TECHNICAL BULLETM March 2010 by Weyerhaeuser Bulletin TB-300 Solution: ■ Use the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide(#TJ-9000)to select a connection for the uniform loading. Multiple options exist that meets or exceed the 500 plf requirement: — 2 rows of'/"diameter bolts at 16"on-center(570 plf) — 2 rows of USP WS35 wood screws at 16"on-center(540 plf)on each side of beam — 2 rows of SDS Y<"x 3Y2'at 24"on-center(510 plf)on each side of beam — 2 rows of 5"TrussLok wood screws at 24"on-center(500 plf) ■ Determine what additional connection is needed for the concentrated load using the information in this Technical Bulletin: 1. Using Table 1,2A or 2B of this bulletin, locate the section for a 3-ply 1%"member and face mount hanger. Again, multiple options exist that exceed the 5,000 Ib load requirement: — Y2'diameter bolts in a 6-bolt connection (6,300 lbs) — 16d(0.148"x 3%")sinker nails in an 18-nail connection (6,370 lbs) — 3Y2'WS wood screws in an 8-screw connection(5,740 lbs) — 3%"SDS wood screws in a 6-screw connection(6,120 lbs) — 3%"TrussLok wood screws in an 8-screw connection (6,410 lbs) Note that the allowable applied concentrated load is dependent upon the type of hanger used and 16d common nails must be used for face mount hanger installation to achieve the capacities shown. 2. If the bolted connection option is chosen,the 3-ply beam must be checked for the effect of the bolt holes from the 6-bolt connection. This task may be accomplished by utilizing the location analysis feature in iLevel software. Per the detail on page 4,the bolt holes will be located approximately V to either side of the concentrated load location. After inputting the span and load information, choose the two locations corresponding to the concentrated load location(+/_) 1'. Upon completion of the analysis, compare the calculated shear and moment for each of the two locations against the reduced allowable shear and moment capacities of the beam for the bolt pattern selected using Table 3 on page 5 of this bulletin. See the Forte®software output on the following page for results of this analysis. The 3-ply Microllam'LVL beam works for the given loading. Refer to the highlighted values for the results at both bolt locations(1'on either side of the load). The highest calculated shear at either location is 6035 lbs. The highest calculated moment is 25,215 ft-lbs. The connection is less than 5d(48"< 14""5=70")from the end of the member. From Table 3 of this bulletin,the reduced allowable shear for the 3-ply 14"Microllam®LVL beam with the 6 bolt pattern located less than 5d from the end of the member is 8,795 lbs while the reduced allowable moment is 31,905 ft-lbs. Therefore,the beam is acceptable with the 6 bolt connection. ■ Select the preferred options for both the uniform load connection along the length of the beam and the concentrated load connection at the hanger location and specify both on the drawings including information on fastener type,size, spacing and installation pattern as appropriate. Page 7 of 8 CONTACT US ■ 1.888.iLeve18(1.888.453.8358) ■www.iLevel.com AWeyerhaeuser,Level,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.0 2010 Weyerhaeuser NR Company.All rights reserved. Tr C t11' 1..I KI 1 e% A l M 1 1 1 1 E='r 1 1rsj 1 ■ Torte7 MEMBER REPORT Leve(,Floor.Flush Beam ) 3 3j x 1, 9E Microl(atn ?LVL.PASSEI3, rJveral]La�glh:15' i, © u All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual @ LocationAllowed> Result� LDF. System:Floor Member Reaction(lbs) 7595 @ 2" 7809 Passed(97%) -- Member Type.Flush Beam Shear(lbs) 6837 @ 1'5112" 13965 Passed(49%) 1.o Building Use:Residential Moment(Ft-lbs) 25215 @ 4'11718- 36387 Passed(69%) 1.0 Building Code.IBC Live Load Dell_(in) 0-356 @ 7'1 13116" 0.489 Passed(U494) -- Design Methodology:ASD Total Load Defl.(in) 0.456 @ 7'1718- 0.733 Passed(1-1386) • Deflection criteria:LL(U360)and TL(U240). Design results assume a fully braced condition where all compression edges(top and bottom)are property braced to provide lateral stability- Bracing(Lu):All compression edges(top and bottom)must be braced at'13''15116"o1c unless detailed otherwise-Proper attachment and positioning of lateral bracing is required to achieve member stability. atal' Avada la - Re aired :Support �. Sii}aFJ4Sit , Accessnes . ,. Peanng Bearing Bearing, Desd f F1aor I Roof',1 Snow 1-Stud wall-Spruce Pine Fir 3.50" 3.50" 3.40" 1641159551010 Blocking 2-Stud wall-Spruce Pine Fir 3.50" 3.50" 2.33" 1164140451010 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. L08dS Location tttary :Bead Flo6rtj o` Raaf Llve Snow Comments width 6 i'1 10-x? t1.Rtt1 lrtonsnovr;9,231< ,(1.15}: 1-Uniform(PSF) 0 to 15' 1' 100.0 400-0 0.0 0.0 10'Floor 2-Point(lb) 4' N/A 1000 4000 0 0 Shear lbs 11Ioment F1-lbs} , d Location Analysis (• ) Comments .; Acttial iA11o'wed f LQF Actual f A!►at�ecl I LQF 1-3' t,0W13965!1.0 19186136387 f 1.0 BOLTS LEFT OF HANGER 2-5' 3911256910.9 25215!3636711.0 BOLTS RIGHT OF HANGER Software tlpera!or Job Notes, 3125/2010 9:02:21 AM il-evell Fortes v1.1,Design Engine.%148-0-1 Page 1 of 1 Page 8 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358)■www.!Level.com AWeyerhaeuser,level,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved.