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1686 Maritime Oak Dr new home permit jl CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ,". ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 '!rJia�r SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-SFR-1977 Job Type: SINGLE FAMILY RESIDENCE Description: new single-family construction Estimated Value: $400,000.00 issue Date: 10/12/2016 Expiration Date: 4/10/2017 PROPERTY ADDRESS: Address: 1686 MARITIME OAK DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: RIVERSIDE HOMES OF N FL ,CBC3254135 Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS Phone: - - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $690.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,380.00 PW 2nd Submittal Plan Review $50.00 STATE DCA SURCHARGE $20.70 STATE DBPR SURCHARGE $20.70 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SEWER SDC-SYSTEM DEV $4,050.00 CHG WATER CONNECT/TAP & $185.00 METER WATER CROSS CONNECTION $50.00 WATER SDC-SYSTEM DEV $1,140.00 CHG WATER CONNECT/TAP & $185.00 METER Total Payments: $7,921.40 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach E=routed: UMBER Building Department ilding Department.) 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us L I LTJ Cityweb-site: hHO/wwwwab.us APPLICATION REVIEW AND TRACKING FORM Property Address: _ I(0 '% f0 MQ.(i-hM,e C)41-N. WSeNices review re ulred Ye o Applicant: Q-tV NSr d A- �p M( S ning raor Project: Ila S��!-gyp ryt�� n0ihe Review fee $ DeptSignature - Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Arany Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: z2il� Date: -1y1v TREE ADMIN. Second Review: ❑Approved as revised. ❑Denie . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07MI10 -� City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road r. �.� Atlantic Beach,Ronde 32233-5445 Ilo—,5/ Q— Iq-1- Phone(904)2475826 Fax(9G4)247-5845 E-mail: building-dept@coab.us Date routed: In Iai I Lin Cityweb-site: http://w wabus APPLICATION REVIEW AND TRACKING FORM Property Address: Ilo I7 MCII r�MP Dkk-a/• WSewices review re ulred Yes No Applicant: Q-tUNS.ak %Kt S ning t�� `- tra or Project: f%W $tl�/��.�."+7a.(f\t� y1wno' A.(,kJQ,tJ4\I 1 Review fee $ Dept Signature EkmyCo�arpsofEngineffs ency Review or Permit Required Review or Receipt Date of Permit Verified B ept.of Environmental Protector ept.of Transportation s River Water Management District s of Engineersof Hotels and Restaurantsof Alcoholic Beverages and Tobacco APPLICATION STATUS Reviewing Department First Review: XApproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: / li/L-- Date: 'L zIt TREE ADMIN. Second Review: []Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07127/10 i r�+gri City of Atlantic Beach APPLICATION NUMBER Building DepartmentI Ece IT.be assigned by the Building Department.) _ 8005eminols Roatl C IVE AtlanSc Beach.Florida 322 - Phone(904)247-5826 F2�'.� ' 20� r�o� Daterouted: �OI31I IbCity web-site: hdpw/ vo APPLICATION REVIEW AND TRACKING FORM Property Address: Ib $`� MQ/I�jIV1Q�[tk�(, wSewicesF— Review revlewre ulred Yes No ry Applicant: t:%4J4Srd.L � ItAt S ning `' ra or Project: (�4,1 SinO�t-�A.Mt�y npM�.'� Review fee $ - - - - Dept Signature_ Other Agency Reviewor Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Any Corps of Engineers Division of Hotels and Restaurants Division of P wholic Beverages and Tobacco Other: APPLICATION STATUS// Reviewing Department First Review: ❑Approved. ttJDenied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES 9 PUBLIC SAFETY Reviewed by: / Date: Ms hr, FIRE SERVICES Third Review: ❑Approved as revised. ElDefled. Comments: Reviewed by: Date: Revleed 07/37/10 City of Atlantic Beach ^r r APPLICATION NUMBER Building Department ,hCE�l �r (To be assigned by the Building Department.) I >' 800 Seminde Road V C Atlantic Beach, Florida 32233 QQqppp / Phone(904)247-5826 - Fax( )29 84� 1 2016 rw ;-7,j E-mail: building-dept@mab.0 Date routed. oB Ia L i lb City web-site: hltp://www.coab.&14___. APPLICATION REVIEW AND TRACKING FORM Property Address: 114 %10 MQf;-�rAk_ p[tk.Q(, De ment review required Yes No Duildin Applicant: (~�U Id$r�.�- d9 M� _S Planning&Zoning ree minlstra or Project: 'A AteubIic W« -PalrQf�Jl.tJA� is lies u M Ic ae Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Any Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPYCATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: v TREE ADMIN. Second Review: ❑Approvetl as revised. ❑Denied. 4C WORKS Comments: BUC UTILITIES FC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904)270-2535 or (904)247-5874 NEW WATER/SEWER TAP pRnEQUEST{�l�/ Date: 9-/ - /(o Project Address: /69(o ize' j'm c t�/4/[ -3- No. of Units: I Commercial Residential Multi-Family I New Water Tap(s)&Meter(s) Meter Size(s) 3, New Irrigation Meter Upgrade Existing Meter from to size) New Reclaim Water Meter V Size New Connection to City Sewer_ Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) // PITY STAFF USE ONLY Application# �b - Sr2- (9']7 Water System Development Charge $ /LID , 00 Sewer System Development Charge $ USO Water Meter Only $ Reclaim Meter Only $ Zarl w Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ Other $ TOTAL $ S:t//610, Oo APPROVED: Kavle Moore,PE F-wr. (Deputy PWDirecroro,Aut or, dSignarwe) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED JDUILDUNG rERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 .I �!', Office (904)247-5826 Fax(904) 247-5845 Job Address: 1686 Maritime Oak Drive Permit Number: Legal Description Lot 121 Atlantic Beach Court Club Unit 2 67-132 08-2s-29a Parcel#8q169505-1900 00 eaValuation of Work S400,000 Proposed Workoheated/cooled 2736 non-heate ' cooled 988 Class of Work(circle one): Ne Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/propused structures (circle one): Commercial Iran existing structure,is a fires nu er ) sidenY p system installed. (Circle one): es No Florida Product Approval# For multiple products use pro uctapprove orm Describe in detail the type of work to be performed:New construction- SFR Prooertv Owner Information: Name: Riverside Homes of N.FL Inc Address: 12276 San Jose Blvd.. Ste 120 City Jacksonville State FL Zip 32223 Phone 904-503-7055 E-Mail or Fax(Optional) IbishoRna myriversidehorne corn Contractor Information: Company Name:_ Riverside Homes of North Florida,Inc Qualifying Agent: Matthew Roberts Address:12276 San Jose Blvd., Ste. 120 City Jacksonville State FL Zip 32223 Office Phone 904-503-7055 Job Site/Contact Number Same Fax#N/A State Certification/Registration# CBC1254135 Architect Name&Phone#NE FLDesi fn,Inc904-260-3319 Engineer's Name&Phone#Apex Technology 904-821-5200 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application u hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commencedprior to the issuance of apermit and that all work will be performed to meet the standards ofall laws regulating construction in this jurisdiction. This permit becomes null and void fwork is not commenced within six(6)months, or ifconsouctlon or work is suspended or abandoned for a eriod ofsix/6)months at any time a er work u commenced I understand that separate permits most be secured for Electrical Work,Plumbing,Signs, F�, Pools, maces,Boilers,H ers, Tanks and Air Conditioners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YMi NOTICE OF COMMENCEMENT. !here cart6 that have read and examined/his plica Hon and know the same to be true and correct Allprovisiomoflawsandordinamesgoverningthis o workwdl be compliedwah whether sped�Heed mmornoi. The grantingofapermit does ampresume mgive authority to violate or cancel theprowsiom o any other federal,state, or local law regulating construction or the performance ofconstrucHon. '_ L Signature of Owner Signature of Contracwanl �/- Print Name �f... .RKFr `'�..._...._. ... .......... Print Name .._ , ' Swom to and sub bed before me Swo t and subscribed beforeg me this D Day oo�fl�-jp�l Ial' .2011,- this ��Day of �At�o1L�Y .20 t �'I ISA No ubl - tarty u I evised 01.26.10 f NI'SFY M.010a00 "^O9•s N a .;us State 0imm" "� `ss LINUSEY M.0ISHOP Co ssi„n rr FF Se020k n '; Nolery Pu01k-Stab at Flor10e ■1'Comm Exaues tan 15.1020 - „�y,.as M Commlgpn FF 91S20e Y Carom.Expires Jan 10,8010 FAL COSY F . DO NOT WRITE BELOW- OFFICE USE ONLY p ca e o es: Rpevlew Result circle one): Approv Disapproved Approved w/ Conditions i Review Initials/Date: 9- /v /6 Development Size Habitable Space X7 3 6 S Non-Habitable 9FF SF- Impervious F'Impervious area Miscellaneous Information Occupancy Group 9- 3 _ Type of Construction V_ Number of Stories -2 - Zoning District 4 !Sc c- Max. Occupancy Load -Vir Fire Sprinklers Required MA Flood Zone X Conditions/Comments: FILE COP'- Atlantic Beach Country Club lot 121 1686 Maritime Oak Drive Atlantic Beach, FL 32233 Single Family Detached-Group R3 2014 Florida Building Code Northeast Florida Design Group, Inc. Linda Purvis 904.260.3319 O 9lOd l E sntl linda@nefloridadesign.com y ^ City of Atlantic Beach Complete Plans Checklist Provide (2) copies of signed and sealed Arch itecturallEngineering Plans to include five (5) sets of Site Plans. (Note: Commercial projects will need (3) sets of signed and sealed plans; one to be sent to Fire Department for review.) �Ir r ^P• r 4YCover Page: o Address of project o Occupancy Class: For One&Two family"Group R-3". o Applicable codes; 2007 Florida Building Code, 2008 National Electrical Code, 2007 Florida Fire Prevention Code and COAB Code of Ordinances. Energy forms as required by Florida Energy Code. o Index of all drawings&attachments and all pages numbered. o Printed name, contact info, date and signature of person responsible for the design of the structure. g/Slte Plan (Legal Survey): o Distance of proposed house to property lines o AIC compressors, generators, LP gas tanks, pool equipment etc. o Driveways, walkways, patios... o Impervious Surface Area(lot coverage)calculations-tabulation of all impervious areas required o Drainage plan with supporting on-site water storage calculations, and location of easements. Contact Public Works for information on On-Site Storage requirements for added impervious surface area. U Erosion&Sediment Control Plans(Can be included on Site Plan/Survey): • Silt fence location, construction detail and maintenance plan. • Installation must be inspected and approved by Public Works before any site work is started. o Inlet protection (if existing storm water inlets are adjacent to property. gf Construction Site Management Plan(Can be included on Site Plan/Survey): o Location of any proposed demolition o Grading &drainage surface water management plan o Onsite &offsite parking for construction workers o Location of temporary fencing with height and screening indicated o Location of(All. Beach franchise approved)dumpster. Location of construction trailer&chemical toilet. COAB Code of Ordinances-Sec.6-18 ❑ Foundation Plan: o Required plan note i.e.: "A foundation survey shall be performed and a copy of the survey shall be on the site for the building inspector's use prior to framing inspection." Or, "all property markers shall be exposed and a string stretched from marker to marker to verify required setbacks." V,Floor Plan: o Size and arrangement of all rooms and intended use. o Locate air handlers, fireplaces, water heaters, attic access, etc. o Label accessible 1"floor bathroom, egress,windows etc. G✓Elevations Structural Engineering: o Structural design criteria, loading requirements indicated. o Shear Wall plan. o Size all beams, headers and support requirements. o Detail uplift& load path connections. o Engineers embossed seal required. o Supporting structural calculations included. '07 FBC-Sec.1603 Roof Plan: o Indicate how attic is to be ventilated. 1 V Sections and Details: o Typical wall sections for each dissimilar wall type. o Stair sections with guard and handrail details. /o Balcony guardrail details. F3 Electrical Plan: o Riser diagram including size and type of service entrance conductors o Location of all receptacles, switches and the distribution panel. o Required plan note: "All electrical wiring to be in accordance with '08 NEC. Provide arc-fault circuit interrupters in all bedrooms per article 210-12." a/Plumbing(please note if the following applies): o New or existing private well on property o Irrigation to be installed o Irrigation meter desired 2 CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS BOO Seminole Road Atlantic Beach,Florida 32233-5445 Fax 904-247-5800 904247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date_tl3O'\v {�� p� � PERMmp Job Address \�VP x ear Oi ry - O.—k— f�� < y'y r-_ ISSUED BYTHE CITU Perri QVQx5itk 4ani ; Oi- N. YL•tINC• Telephone# CkD45a3•_10155 Permittee Address: Io��1lAS0.N � e T31Vc1) $k (ab, �'] L/SC1NViI�ef�L S-a0i3 Requesting Permission to Construct: t�Qlu cc '-&ruc_ uxj- 'SR Location: (Reference to Cross-Street) 1. Applicant declares that prior to fling this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes( ) No ( ) Date: Comcast Yes( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach p5 Florida Department of Transportation Standards and be performed under the supe on of Jll 1CY AI OI LlP 1 I (Contractor's Project Superintendent) located at FCi, P 2. CYYIP Telephone#: tx0.3•-10S5 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, In keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application �!� 7. This permittee shall commence actual construction in good faith with � � l days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Halder will, at all times, assume all risk of and.indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of P lic Works shall be notified twenty-four (24) hours prior to starting work and again immediately u o pletio . OWNER Signed: Date: $1?a`1\o Be ren is �jf� day of in ee` panty of Dwal, lyVTsybinp,✓J state Of Fionda,has personally appeared 13 g L06 Notary Public at Large.State of Florida,county of Duval. My commission expires: Personal Kn 'O.• IINOSEV M.BISHOP Produced ltlentlflcation: Notary POlic-State of Honda iyE Commission 0 rf 946204 My Comm.Expires Jan 19,2020 F LE COPY R.O.W.Permit Attachment of for R.O.W. Permit# issued '200 Atlantic Beach, FL 32233 Owner's Name: Property Address: ML& YYlmt ki ne '&m_ AA-1a�:c,`�c �,Irw 3zz33 Subdivision: Ari-Inmi . '$tach Cal nh„( -/ Lot#/Block#: 13l R.E. #: lbQypro ' lclm REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of 200, by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred ton "CITY"and �1 V21(SIC�2 1.-�OMP.S of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: NM CiCN,5ir A }!CSN —SF2 Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receirt requested, to the following address: J�a-I�o �ilv Jose BIVN .StA ) le Iao, Jpac1�`�. ni Ile FL_ 30203 The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY, including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page 1 of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY,be requested to submit as-built drawings showing the change within thirty(30)days after the day of completion. This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the teams of this permit and that all of said liabilities are hereby assumed by the USER. DaENED this3odayof , 20 6 in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this *3 0 day of 't 20�p personally appeared before me, a Notary P bli,� in and for said oun and State, Yl utx�l the property owner of (.�'Y tial Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. •y"'°"'•y LINDSEY M.BISHOP KlotaryPu for sat un and State Notary Public-SIW of Florida ,y F COMMISgoO 0 FF 90204 CITY OF ATLANTIC BEACH,FLORIDA, a,y„•" My Comm.Expires Jan 19.2020 municipal corporation: "" Approved: Ricky L. Carper,Public Works Director For Permits where city sidewalk is impacted, City Manager approval required: Jim Hanson,City Manager Page 2 of 2 FILE COP`! SITE PLAN LOT 121 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PIAT BOOK 67. PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. IMPERNWS C.—Tk.E ;ss§iFT GRAPHIC SCALE r.e...,,n r•r>n _ .: Of BUILDING COSERPGE o[yxyu 'N pp ( DE FEET' ) Apm.a n aw+xrry An rµA a 1 Inch 30 k aw zp.` IT. / u..•.n TETI / A LOT 120 pA,N 5.00' s.00' n. N8927'38'W 06.79' P) x,..r(C) vwj II n0 a / J � �w.� o.]z/ A ` O db • x,L a•TN ssm E(ir N89'2738NW 1O0.B4'(P zo.Dal i91 5.61 b WT 122 �U UNE TABLE Y Um xllx•Y[ uw r< „ ® DENOTES WOOD DECKING CURVE MK0 DENOTES PROPOSED CONCRETE .+PI ® DENOTES PROPOSED PAGERS I y� ® DENOTES CHEMICAL TOILET cYN �j- DENOTES FUTURE 4e TREE WN ( wxv s^vw �M%uu.11,NNu—ir Upf — ® u o-nnA,u.,w�. kmµrows < C Two, KENN. IN.w,a a.p N.w..o, pmm Hary mre sTmx,uT,vilm uTrax fT.mE w m.pR r OAK wowµ.!.,INT TO ms uu A.,m.aT.ENNO ,EI. TE TTpT pUTWN-.1 WE a•rr.wµ.•.µT.. \ WN_TO µNI- �o-µw`:2° Ed- 11..a—. 1OTTTlI... .En �.rmR`�.r-ri"N�mr, _ w' ., TE,I-wrsi vx�:.SEM)NO taw NO ssw.. oµnTw pµ.wati� o µ IN My�ADwo www�` °NEWETrtTSIUR MUNN�.TT. UK AID E. :wwAE:ao- WE M1.p,.ACE F`Fmmp m FDH:RIVERSIDE HOMES Des'D9PTTao T6:RIVERSIDE HOMES —ter vy M TRSURVEYING. INC. 14110 AIL _ LMID EDEVEYDR9 - PIINNERB - W'0 DE61.. ILBNT Co. _ 1601 C011N'tY RpAp 916 9UITH N0. 10! (F04) E0{-EEE4 Chi COPE UIT 00 U' 6E043 PAY (9041 EBI-2266 - M«•^ CLRTPIGTB oP ADIH 0 Zola LB /BPeI COPTBIC@f m E018 m IrtAFBv CERTfY,qW qk rvmY prep.kellY npenlr T�Twmv K,pry.ryµp`N X(N/1) • ,ew q.mulY e p flN<wrwY eYa unbr m •Vn w E kwUon w ompba nTq t e of n-",mI'.ne R,ddEp Ulmaeegv<inp,iE,—UNN - CIA. 0.odke b Sum.pe pramuipolaC Ey lOeNflwlCa SeIM1 p Bw,`pT, ID Y-.Pyf r:�� 1-!�. nuwlnoM pnE nela0anv a.ee, a .nen m em t �nN N/N _e �- y�{py� uYjN/ b n mo en n e o NE v _ 'gT�y$�,m„ ao CWq£IFDLma p v9N N/LPmId—..I.fa Rana..1—d EN vnme! r ona py_tp_INO aNl' TIWAS P. HUdE$ 0.L& STATE OF FLORIDA UCENSE NUMBER LS ]50] OY T CITY OF ATLANTIC BEACH DEPARTMENT OF PUBWC WORKS 1200 SandF M tau AOaatic Boca,FL 322334318 TELEPHONE:(904)247-5834 FAX:(904)247-5843 www.wab w CONTRACTOR: DATE: 9-7-16 Riverside Homes of N.Florida,Inc. PERMIT# 16-SFR-1977 12276 San Jose Boulevard,Suite 120 ADDRESS: 1686 Maritime Oak Drive Jacksonville,FL 32223 Atlantic Beach,FL 32233 Email: rodell@myriversidehome.com PERMIT APPLICATION FOR NE SINGLE FAMILY HOME AND DRIVEWAY Your permit application has been by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams,Deputy Public Works Director at 904-247-5834 or email swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS: /(Submit the following information to the Public Works Department) V/. Concrete sidewalk must continue through driveway. VVV PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) ** Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. ** All runoff must remain on-site during construction. ** Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved:Advanced Disposal, Realco Recycling, Republic Services,Shapell's,Sunshine Recycling and Waste Pro). "* Full right-of-way restoration,including sod, is required. ** Maximum driveway width within the City right-of-way is 20'. ** Any plan change must be submitted as a Revision to the Building Department. cc: Toni Gindlesperger,Building Department Perrone, Jennifer C. To: rodell@myriversidehome.com Cc: Williams, Scott; Gindlesperger,Toni Subject: Plan Review Comments for 1686 Maritime Oak Drive Attachments: Plan Review Comments 16-SFR-1977.pdf Permit application#16-SFR-1977 for 1686 Maritime Oak Drive is currently denied by Public Works. Attached are the plan review comments. Please submit required information at your earliest convenience in order that we can process approval for our Department. Thank you, Jennifer Perrone Administrative Assistant City of Atlantic Beach Public Works Department 1200 Sandpiper Lane Atlantic Beach, FL 32233 Phone(904)247-5834 Fax(904)247-5843 email: jperrone@coab.us 1 SITE PLAN LOT 121 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 M RECORDED M PUT KOOK 67. MW 132-137 OF TNS CORREN7 PMUC RECORDS OF DMV CODRTY, M GRAPHIC SCALE _ uuM1¢wuwen w w n 1 loeE - 90 A - / V / / Id! IN SO¢' SW' PROVED DR.>s P> 1 � l / � ' NB¢R 38'W y00.K4'(P sn' t . sa• y lar IZZ $ Iri TA= ® wxoHs wood occxixc .©.. uxoffs PxoPosco cacxcrz 1 L __ ® wxorzs PEwosxo Pntcxs I IT IT p oexorzs auicu rwcr (j- wxorzs tvlun.• mxx o..,.,o.....m \ __ puP.xm me:RM1'ERRmE HOMES ww®m:RiVER31OE HOMES HARTRAM TRAIL. SURVEYING. INC. 'tsa _= wo 9¢xr6x¢® - n.xxa5 -IYm umOPlmR c¢R9mnxla <cx IN, COVMY M 3F B x¢. lw 1YW) —= ¢®v mrE wince. n wwn nx(I¢uww'lw-rMe crewr�a w xol®mwWox u =-- merwcee a ewe x Wi mow. Y�• urw+�vq v�xuawmun uefd M/te f�P' II dES —.re P15 �'vm a.o..+ z r � z R.O.W.Permit Attachment of for R.O.W. Permit# issued 200_ Atlantic Beach, FL 32233 Owner's Name: Property Address: JW. MAAiq;� me_ b4jvr_ $('larel;c.'��aDA,l l"ti. 3=53 Subdivision: A4Inrw- . `$each rY�a,pb Lot#/Block#: 131 R.E.#: WRyp6— �qUb REVOCABLE ENCROACHMENT PERMIT -THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of 200, by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred ton "CITY" and ;Z1 VPSSkk—,- A QMW of Atlantic Beach, Florida,hereinafter referred to as "USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: N Q.IA) cmr A }j(" — Sy lz Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return recei t requested, to the following address: I aa,Ln , Jose '61Vc1 St t i Jao, �ar�C`�r yI 0e Pt 3�QD?l_. The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all. material necessarily displaced during the action of maintaining, repairing, operating,replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY,including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page I of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30)days after the day of completion. This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATE SI NED this 30 day of 7— 2016 By Pr er signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this 30 day of t , 2016 personally appeared before me, a Notary P blic inand for said oun and State, YlWL +'v( the property owner of Sad Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. L l)qL d' `"Y° O6• LINOSEV M.BISHOP Notary Pu for sam un and State ip ^` Notary P4taS-Stats at Florida ?q �+5 Commission I FF 946204 CITY OF ATLANTIC BEACH,FLORIDA,a My Comm.Expires Jan 19,2020 municipal corporation: Approved: Illitt a•.. leu'blic Vforks Director (peva+0, c,€. For Permits where city sidewalk is impacted, City Manager approval required: Jim Hanson, City Manager Page 2 of 2 SITE PLAN LOT 121 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 87, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FL. 900 BIRMI)OHEMBE..w.w.. IMPFANWS LOYERACE I MET AREA , sN.n. GRAPHIC SCALE w.N.>N. BO..N. '°.". '°°"` w L. m �VaMewn e,enrn a •" mz RAW It MAI.�BDILaxD eD.YRADE voe.uN Aee as I Ineh = 90 h crxnu.EN se n4 ,w HE / rxlzm eeres� A.B.s,a ILox Izo /- BE DENIED 5.00' 5.00' T - NIM)" 8'W 06.79' P) 0411 1 PIS ...ME.e� ga C 0.72/ q\O IS ME I.SSE SHARE o 1,189711DOAM!'(P zo.Del SaY saY . � I LOT 122 (. 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PL 92019 FAY (904) 2R1-2258 CUTE ICAT6 OF 11TTHORIEATION LB #6Y01 - COPYRIGRT 0 2016 m xFAEBv¢nnNq ua\New r/M'Aw�awc k(N/1) a,M�e. �° � aw.. .nnB E.E.P °m ew. "' �_meNr .,H.°e.I,,IHIlt I,MAI 172,1 me.w°x°....o..n P m°,.,•I�@. ° ...°.�.,e.°e..,.,.a :�n� nxn� MI x/A A. ae cm xw«coxPle,co N/ANA mmwmawm °Pimm-ao 9N,_ MOIAAR P. HUdEs, P.LS. sTAIE OF FLgVIDn LICENSE uUMBER L5 3W7 rzT�CHM — a / Ilia i ` `!!!!!|! , -._•| §r ^ ; ) g . ; ZI \ ) E§ ,�,,,,,,,, | , !„/,,,•,,,,! ! �,,, ! | ! t ; | ; §p � \ l | | ■ � | � �RS z .;; . |, - ! !� !. � r— ` i| is . �� | � ( $ in �g5 ;i 9s a sse g bigg as egg qg Nq &z ! i L i i•= � � � s 2 8 & H R V �o International Fireproof , Inc. Paint To Protect"' 17528 Von Ko 1 Technology, FILE COPY Kaman Ave.Irvine,CA 92614 949-975.8588 DC 315 applied over Spray Polyurethane Foam (SPF), If a mating has not passed a full scale test on a manufacturers foam it is an Alternative Barrier System in "Section 2603.9 cannot be used on that foam;there are no exceptions in the IBC Code! Special Approval" as a thermal barrier. To be approved Building Code Fire Performance Requirements for SPF: as an Alternative Barrier System, DC 315 is applied over The International Building Code (IBC) mandates that SPF be separated a manufacturers SPF and tested to the criteria of an from the interior of the building by a 15 minute thermal bander,or other Opb NFPA 286, UL 1715, UL 1040, or FM 4880 for duration approved covering. DC 315 passed certified NFPA 286 and UL 1715 test of 15 minutes by an accredited fire testing facility. over a variety of open and closed cell spray applied urethane foams that Products that pass an ignition barrier tested under AC were conducted by ISA certified testing facilities. All tests performed 377 Appendix X are not appropriate alternative thermal barriers comply with the requirements of 2006 IBC Section 803.2.1 & 2009 IBC and cannot be used. Depending on your particular application, Section 803.1.2,and Section 2603.9;2012 IBC Section 803.1.2 and Section either ignition or thermal barriers are required by the International 2603.10 under "Special Approvals for Thermal Barriers over Foam Building Code (IBC). Plastics'. DC315 is WHI marked and certified via 3'a parry inspection for quality assurance and consistency. Finish Flat Alternative 15 min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF Calor Ice Grey with a Thermal Barrier Protective Covering) The assembly must remain in place for 15 minutes during specified large- VOC Jg/L scale fire tests,such as NFRC 286,U L 1715,U L 1040,or FM 4880. solids By Volume ]% Alternative Ignition Barrier Assemblies DC 315 meets the requirements for ignition barrier per AC 377,Appendix X 5pecif cGravity /"0.05 Application Equipment UryingTime n•P&5o%R.H.—To touch l-2 hours, to DC 315 can be applied by brush,roller or airless sprayer. eco at if required 2 to 4 hours For maximum yield and coverage spray application is recommended. Flash Point one Sprayers: Reducing ar Oeaning star Pump: (Graco)UltraMax 695 orequivalent PSI: 3000 Shelf LXe year from date of manufacture In unopened ontalners and stored at 10-C to 27-C(50'Fto GPM: 1.00 'F) Tip: 517-521 or equivalent. s Gal.ca derarr Weigh a Its Filter: 30 mesh,removal of filter is recommend from gun and machine Advantages of Using DC3155PF Hose: 3/8"diameter aides spray line for the first 100'from pump and W.3'whip • DC 315 is the only 3'a party inspected fire protective mating for SPF Pump: (Grow)TexSpray Mark S orequivalent • Marked and Usted by Werrurdr Heresy lntertek W/N 20947 PSI: 3300 • Single coat coverage reducing Is her and material costs equaling GPM: 1.35 higher profits Tip: 512-523 orequivalent. • Industry leading spread rate Filter: 30 mesh, removal of filter Is recommend from gun and • Passed CAL 1350-safe for use in schools and high occupancy machine buildings • Passed strict EPA—V.O.C.and AQMD air emission requirtmerds(for Hose: 3/8"diameter airless spray line for the first 100'from pump all 50 states) and%"x 3'whip • Approved for Incidental Food Contact complies with NSF/AN51-51 Pump: (Gam)GMAX 7900 or equivalent requirements of USDA P51: 3300 • Easily applied with a sprayer,roller,or brush with no complicated mixing GPM: 2.2 • 1yearshelflife Ti : 51]-529 or equivalent. • Fast and easy clean-up,with no waste and fast turnaround time Filter: 30 mesh,removal of filter is recommend from gun and • Compatible with any paintable construction material machine • Meets Life Safety Code 101 Hose: 3/8"diameter alriess spray line for the first too-30V from • Meets LEED's point requirements pump and W.3'whip • No formaldehyde Pump: (Gram)GH 833 or equivalent DC 315 is the most tested and approved product in the world for use as P51: 4000 an,"Alternative Thermal Barrier Coating System"over Spray GPM: 4.0 Polyurethane Foam(SPF). Tip: 517-529 or equivalent. Filter: 30 mesh, removal of filter is recommend from gun and Visit us at our website www p3 nttoorotect torn to obtain a current matrix machine of all the manufacturers foams DC 315 has been tested and approved as Hose: 3/8"diameter airless spray is for[he first 100'-300' from Thermal or Ignition barriers in compliance with current IBC codes. pump and%"x 3'whip P . Prior to Applying DC 315 to Ensure Proper Adhesion:Surfaces must General Safety,Toxicity,Health Data be clean,dry and free of all foreign matter.Adhesion of a coating to SPF Material Safety Data Sheets are available on this coating material. Any requires the foam surface to have a slight profile or texture similar to an individual who may come in contact with these products should read and orange peel. Smooth or glossy foam surfaces must be Rash coated with understand the M.S.D.S. In case of emergency contact CHEMTREC light 3-4 mils We Film Thickness(WET)of OC 315 and allowed to dry EM E RGENCY N UM BE R at 800-424-9300. before applying the full application. Flash coating is a quick burst of primer or DC315,via airless sprayer over an area needingtreatment. We WARNING:Do not allow product to freeze.Store above 10-C(50'F)at all also recommend flash coating around all pipes and air ducts. times. Prod uct Application WARNING: Avoid eye contact with the liquid or spray mist. Applicators In order to validate warranty and confirm the installation complies with should wear protective clothes,gloves and use protective cream on face, IFTIrs best practices, installer must obtain all current installation hands a nd other exposed areas. documents and complete a dally work record for each and every job and EYE PROTECTION: for each sequential day a project is underway.Daily work records must be sent to IFTI within 10 days of project completion. Installation Safety glasses,goggles,or a face shield are recommended. documents include Application Guide,Ventilation Guide and Daily Work SKIN PROTECTION: Report. These documents can be downloaded at Chemical resistant gloves are recommended, cover as much of the www.oairmoorotectcom or by calling IFTI at 949.975.8588 exposed skin area as possible with appropriate clothing. Material Preparation RESPIRATORY PROTECTION is MANDATORYI D015 must be thoroughly mixed prior to application.Failure to do so will Respiratory protective equipment,Impervious foot wear and protective compromise the materials performance and may create issues with clothing are required at all times during spray application. equipment used for the application of the product. Mechanical stirring with a high speed drill and a paddle appropriate for the container size is INGESTION:Do not take internally. recommended. Material should be stirred from the bottom up making sure the bottom and sides are scraped with a paint stick during the mixing Consider the application and environmental concentrations in deciding if process to ensure all materials are completely mixed prior to the additional protective measures are necessary. application. Material should be mixed to a creamy consistency with no lumps. Thinning is not usually needed, but if the material has been Limited Warranty exposed to prolonged periods of high temperatures during storage, This product will perform as tested If applied and maintained according to evaporation of the water based material may have taken place.Typically our directions, instructions and techniques. If this product is found to be the liquid level should be about 3 inches from the top of the 5 gallon pail. defective upon inspection by its representative, the seller will, at its If the level of material is lower,water may be added during the mixing to option,either furnish an equivalent amount of new product or refund the address this Issue. purchase price to the original purchaser of this product.Seller will not be liable for any representations made by any retail seller or applicator of the Temperature and Humidity product.THIS WARRANTY EXCLUDES(1) LABOR OR COST OF LABOR FOR Ensure temperature and humidity are within specified limits for THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER application. Failure to monitor and compensate for increased humidity PRODUCT,THE REPAIR OR REPLACEMENT OF ANY SUBSTRATE TO WHICH may lead to blistering and/or delamination and will void warranty.Obtain THE PRODUCT IS APPLIED OR THE APPLICATION OF REPLACEMENT a ventilation guide prior to commencing installation. Ideal conditions are PRODUCT, (2) ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. OTHER I61(62-F to 90°F)and a maximum of 65%Relative Humidity. LIMITATIONS APPLY.For the complete terms of the limited warranty,go to www.painttoorotect.com. Some states/provinces do not allow the Ventilation exclusion or limitation of incidental or consequential damages, so the When spraying in enclosed spaces,regardless of size,adequate ventilation above limitations may not apply m you.To make a warranty claim,write is required to remove excess moisture from the application area.The use to Technical Service, International Fireproof Technology, Inc., 17528 Von of fans may be required in some cases to ensure a minimum of 0.3 air Kaman Avenue, Irvine, CA 92614 or email Customer Service at changes per hour. Prior to starting a job please be sure to download a otoffloainttoorotect.com complete current ventilation guide at www.painttoproted.com Rev:11/16/201412:43 PM Current application documents must be on the job site at all times product is being applied.This Includes application guide,ventilation guide and daily work report.Documents can be downloaded at hitp://www.painnoorotect.com or call IFTI at 949.975.8588 ICC EVALUATION Atz�? SERVICE Most Widey,Accepted and Trusted ICC-ES Evaluation ReportFILE Go��+�d ESR-3375 Reissued August 2014 This report is subject to renewal August 2016. www.icc-es.ora j (800)423-6587 j (562)699-0543 A Subsidiary of the Intemational Code Councie DIVISION:070000—THERMAL AND MOISTURE pcf. The insulation's liquid components are supplied in PROTECTION nominally 55-gallon drums, labeled as "A' component or Section:07 21 00—Thermal Insulation "B" component. The insulation components have a shelf life of six months when stored in unopened containers at REPORT HOLDER: temperatures between 70°F(21°C)and 90°F(WC). SES FOAM 3.2 Surface-burning Characteristics: 4008 LOUETTA ROAD,#538 At a maximum thickness of 4 inches (102 mm) and a SPRING,TEXAS 773881405 nominal density of 0.5 pd, the insulation has a flame- (713)239-0252 spread index of 25 or less and a smoke-developed index of www,sesfoam.com 450 or less when tested in accordance with ASTM E84. Thicknesses of up to 102 inches (292 mm) for wall EVALUATION SUBJECT: cavities and ceiling cavities are recognized based on room corner fire testing in accordance with NFPA 286, when SES FOAM 0.5 lb SPRAY:SPRAY-APPLIED the insulation is covered with a minimum '/ inch-thick POLYURETHANE FOAM PLASTIC INSULATION (12.7 mm) gypsum board installed in accordance with the applicable code. 1.0 EVALUATION SCOPE 3.3 Thermal Resistance(R-values): Compliance with the following codes: The insulation has thermal resistance(R-values)at a mean is 2012 and 2009 International Building Codes(IBC) temperature of 75°F(24'C)as shown in Table 1. • 2012 and 2009 International Residential Codes(IRC) 3.4 Air Permeability: ■ 2012 and 2009 International Energy Conservation The insulation, at a minimum thickness of 3 inches Code(I ECC) (76 mm), is considered air-impermeable in accordance ■ Other Codes(see Section 8.0) with IRC Section R202, based on testing in accordance with ASTM E283. Properties evaluated: 4.0 INSTALLATION • Surface-burning characteristics 4.1 General: • Physical properties SES Foam 0.5 It spray insulation must be installed in • Thermal resistance(R-values) accordance with the manufacturers published installation • Attic and crawl space installation instmctions and this report. A copy of the manufacturer's • Airermeabili published installation instructions must be available at all P ty limes on the jobsite during installation. 2.0 USES 4.2 Application: SES Foam 0.5 Ib spray polyurethane foam plastic The insulation is spray-applied at the jobsite using a insulation is used as a nonstructural thermal insulating volumetric positive displacement pump as identified in the material in buildings of Type V-B(IBC)construction, and in SES Foam 0.5 Ib spray application manual. The insulation dwellings built under the IRC. The insulation is for use in components must be stored at temperatures between well cavities and floor/ceiling assemblies, and in attics and 70"F (21"C) and 90°F (32°C) for several days before crawl spaces when installed as described in Section 4.4. application. The insulation must not be used in areas Under the IRC, the insulation may be used as air- that have maximum in-service temperatures greater than impermeable insulation when installed as described in 180°F (82'C). The insulation must not be used in Section 34. electrical outlet or junction boxes or in contact with water 3.0 DESCRIPTION (e.g., rain, condensation, ice, snow) or soil. The substrate 3.1 General: must be free of moisture,frost or ice,loose scales, rust,oil, grease or other surface contaminants. The insulation can SES Foam 0.5 Ib spray foam insulation is a two- be installed in one pass to the maximum thickness. The component,open cell, one-to-one-by-volume spray-applied spray-applied foam insulation must be protected from polyurethane foam system with a nominal density of 0.5 weather during and after installation. /CC-fisEwlvoeon Aepomare novo 6e romwMm<epxem;;ngcerOrelea worry ode<o„nM1u;n nuupeePeolly adereuee.norare rM1ry,oberom;mN on<,eo.,a,em l,x<,naJee,Jme«pono.o,<ro,nm<�mmn�.n,n,e.rM1<re v�o,ro..o„y h//'/'erar�non s<ma,ccc.epreu�.;,npu<e,o, CoWr,,002014 e•a•t a a ESR-3375 I Most Widely Accepted and Trusted Page 2 of 3 4.3 Thermal Barrier: 5.0 CONDITIONS OF USE SES Foam 0.51b spray insulation must be separated from The SES Foam 0.5 Ib spray polyurethane foam plastic the interior of the building by an approved thermal banner insulation described in this report complies with, or is a of '/cinch-thick (12.7 mm) gypsum wallboard or an suitable alternative to what is specified in, those codes equivalent 15-minute thermal barrier complying with, and listed in Section 1.0 of this report, subject to the following installed in accordance with, IBC Section 26034 or IRC conditions: Section R316.4, as applicable. Within an attic or crawl 5.1 The insulation must be installed in accordance with space, installation must be in accordance with Section 4.4. the manufacturers published installation instructions, 4.4 Attica and Crawl Spaces: this evaluation report and the applicable code. If there are any conflicts between the manufacturer's 4.4.1 Application with a Prescriptive Ignition Barrier: published installation instructions and this report, this When SES Foam 0.5 lb spray is installed within attics and report govems. crawl spaces, where entry is made only for service of 5.2 The insulation must be separated from the interior of the utilities, an ignition barrier must be installed in accordance building by an approved 15-minute thermal bartier, as with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or described in Section 4.3. Installation in an attic or R316.5.4, as applicable. The ignition barrier must be crawl space must be as described in Section 4.4. consistent with the requirements for the type of construction required by the applicable code, and must be 5.3 The insulation must not exceed the thicknesses noted installed in a manner so that the foam plastic insulation is in Sections 3.2 and 4.4. not exposed. SES Foam 0.5 Ib spray insulation at a 5.4 The insulation must be protected from exposure to the minimum thickness of 3 inches(76 mm)may be installed in weather during and after application. unvented attics in accordance with 2012 IRC Section R806.5(2009 IRC Section R806.4),as applicable. 5.5 The insulation must be applied by contractors certified 4A.2 by SES Foam. Barri Application without a Prescriptive Ignition Bonier: Where the spray-applied insulation is installed in 5.6 Use of the insulation in areas where the probability of accordance with this section (Section 4.4.2) or Section termite infestation is "very heavy' must be in 4.4.3,the following conditions apply: accordance with 2012 IBC Section 2603.9(2009 IBC Section 2603.8)or IRC Section R318.4,as applicable. a) Entry to the attic or crawl space is to service utilities, 5.7 Jobsits certification and labeling of the insulation must and no storage is permitted. comply with IRC Sections N1101.4 and N1101.4.1 b) There are no interconnected attic or crawl space and IECC Sections R303.1.1 and 303.1.1.1, as areas. applicable. c) Air in the attic or crawl space is not circulated to other 5.8 SES Foam 0.5 Ib spray polyurethane foam plastic parts of the building. insulation is produced in SL Louis, Missouri, under a quality control program with inspections by ICC-ES. d) Attic ventilation is provided when required by IBC 6.0 EVIDENCE SUBMITTED Section 1203.2 or IRC Section R806, except when air-impermeable insulation is permitted in unvented 6.1 Data in accordance with the ICC-ES Acceptance attics in accordance with 2012 IRC Section 8806.5 or Criteria for Spray-applied Foam Plastic Insulation 2009 IRC Section ROMA. Under-floor (crawl space) (AC377), dated June 2012, including reports of tests ventilation is provided when required by IBC Section in accordance with Appendix X of AC377. 1203.3 or IRC Section R408.1,as applicable. 6.2 Report of room comer fire testing in accordance with e) Combustion air is provided in accordance with NFPA 286. International Mechanical Codee Section 701. 6.3 Report of air penmeance testing in accordance with In attics, the insulation may be spray-applied to the ASTM E283. underside of roof sheathing or roof rafters, and/or vertical 7.0 IDENTIFICATION surfaces, and in crawl spaces the insulation may be spray- Components of the SES Foam 0.5 Ib spray polyurethane applied to the underside of floors and/or vertical surfaces as described in this section. The thickness of the foam foam plastic insulation are identified with the plastic applied to the underside of the top of the space manufacturers name (SES Foam) and address; the date must not exceed 12 inches(305 mm).The thickness of the of manufacture or the lot number, the product trade name foam plastic applied to vertical surfaces must not exceed (SES Foam 0.5 lb);the mixing instructions; the density;the 11% inches (292 mm). The foam plastic may be installed flame-spread and smoke-developed indices; and the without a covering or coating. The insulation may be evaluation report number(ESR-3375). installed in unvented attics in accordance with 2012 IRC 8.0 OTHER CODES Section R806.5 (2009 IRC Section R806.4). The ignition In addition to the codes referenced in Section 1.0, the bartier in accordance with IBC Section 26034.1.6 or IRC products in the report were evaluated for compliance with Section R316.5.3 may be omitted. the requirements of the following codes: 4.4.3 Use on Attic Floors: SES Foam 0.5 Ib spray a 20061ntemational Building Codes(20136 IBC) insulation may be installed exposed at a maximum • 2006 international Residential Code(2006 IBC) thickness of 11%r inches (292 mm) between joists in attic floors. The ignition barrier in accordance with IBC Section a 2006 and 2003 International Energy Conservation 2603.4.1.6 or IRC Section R316.5.3 may be omitted. The Codi(20061ECC) insulation must be separated from the interior of the building by an approved thermal barrier. ESR-3375 I Most Widely Accepted and Trusted Page 3 of The products comply with the above-mentioned codes as provided in accordance with Sections 701 and 703 of described in Sections 2.0 through 7.0 of this report, with the 2006 ECC. revisions as noted below: ■ Protection against Termites: See Section 5.6, except • Application with a Prescriptive Thermal Barrier: Sae use of the insulation in areas where the probability of Section 4.3, except the approved thermal barrier must termite infestation if"very heavy"must be in accordance be installed in accordance with Section R314.4 of the with Section R320.5 of the 2006 IRC. 2006 IRC, • Jobshe Certification and Labeling: See Section 5.7, • Application with a Prescriptive Ignition Barrier: See except jobsite certification and labeling must comply Section 4.4.1, except an ignition barrier must be with Sections 102.1.1 and 102.1.1.1, as applicable, of installed in accordance with Section R314.5.3 or the 200611 R314.5.4 of the 2006 IRC • Application without a Prescriptive Ignition Barrier: See Section 44.2, except that combustion air is TABLE 1—THERMAL RESISTANCE(R-VALUES''') THICKNESS(inches) R-VALUE(ar-to-JBIu) 1 40 2 7.6 3 11 3.5 13 4 15 5 19 6 22 7 26 8 30 9 33 10 37 11 41 12 44 For SI:1 inch=25.4 mm,1-Ffl NEW=0.176110Wm2M. 'R-values are calculated based on tested K values at 1-and 3.5-Inch thicknesses. 2R-values greater than 10 are rounded to the nearest whole number. ICC EVALUATION SERVICE Most Widely Accepted and Trusted IMES VAR Environmental Report VAR-1030* Reissued July 2013 This report is subject to renewal September 1, 2015. www.icc-es.ora/ep 1 800423$587 1 (562)699-0643 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE high-pressure, plural component SPF application PROTECTION equipment.The bio-based content is as set forth in Table 1 Section:07 21 00—Thermal Insulation of this report. REPORT HOLDER: 4.0 CONDITIONS 4.1 Code Compliance: SES FOAM See ICC-ES report ESR-3375 for compliance of the SES 4008 LOUETTA ROAD,#538 Foam 0.51b Foam S Polyurethane Foam Plastic Insulation SPRING,TEXAS 773884406 with code requirements. (713)239-0252 www.sesfoam.com 4.2 Green Codes, Standards and Rating Systems Eligibility: EVALUATION SUBJECT: The information presented in Tables 2 through 5 of this report provides a matrix of areas of evaluation and SES FOAM 0.5 Ib SPRAY POLYURETHANE FOAM corresponding limitations and/or additional project-specific PLASTIC INSULATION requirements, and offers benefits to individuals who are 1.0 EVALUATION SCOPE assessing eligibility for compliance. The final interpretation of the specific requirements of the Compliance with the following environmental criteria: code rests with the Authority Having Jurisdiction. ICC-ES Environmental Criteria for Determination of Compliance for items noted as "Verified Attribute" is Bio-based Material Content(EC102),dated March 1, 2012. subject to any conditions noted in the tables. Decisions on Compliance eligibility with the applicable sections of compliance for those Hems noted as 'Eligible for Points'in the following codes and standards: Tables 2 through 5 rests with the user of this report, and • 2012 International Green Construction Code*" (I CC) those items are subject to the conditions noted.The user is 9 advised of the project-specific provisions that may be (see Table 2 for details) contingent upon meeting specific conditions, and the • ASHRAE Standard 189.1 — 2009 (see Table 3 for verification of those conditions is outside the scope of this details) report. ■ National Green Building Standard (ICC 700-2008) (see Due to the variability of costs and volume, the bio-based Table 4 for details) content percentage listed in this report is based upon weight(mass). The use of cost or volume as the method a ANSI/GBI 01-2010, Green Building Assessment for calculation is outside the scope of this report. Protocol for Commercial Buildings (see Table 5 for details) 5.0 BASIS OF EVALUATION 2.0 USES The information in this report, including the 'Vented Attributes,' is based upon submission of documentation SES Foam 0.5 Ib Foam S Polyurethane Foam Plastic demonstrating compliance with the requirements set forth Insulation is used as nonstructural thermal insulating in ICC-ES EC102. (Evaluation applies to IgCC Section material in wall cavities, floor/ceiling assemblies, or in 505.2.4, item 3; ASHRAE 189.1 Section 9.4.1.3; ICC 700 attics and crawl spaces. See ICC-ES report ESR-3375 for Section 608.1;ANSI/GBI-01 Section 10.1.2.2.) more information on uses and applications. 6.0 IDENTIFICATION 3.0 DESCRIPTION Containers SES Foam Ib Foam S Polyurethane SES Foam 0.5 Ib spray-applied polyurethane foam plastic Foam Plasticc Insulation are identified by a label bearing the insulation is a Iwo-component, open-cell, water-blown, SES Foam name and address, product name, spray-applied polyurethane foam (SPF) with a nominal manufacturing date, manufacturing location and the VAR density of 0.5 Ib/tt'. The foam is sprayed in place using Environmental Report number(VAR-1030). 'Corrected May 2014 ICC-GS VeXfKatiw lAnnhMu Reryrt/ore lmeJ unJer lM1e K'C-d$VAR 6nvlwnmeMo/PmR/^^.Tde_,e reryn/aremllu ne zmmrcJureyrtnnnxR wlee(bwwYWMr m/nb.m m/apeehreeh nm,�..¢�/ore leer lu x m/v/weJm an ermorsemenr l�re.�nree/1/M1e recon ar o reremmre,.ano.�s,.lu iue. mere Is m.amnh er K'c GwhNmn3mre,(l.Go earlmplleJm anY/IMInR oroMe/mv/re„n Idly reran.arca axY p„Ax'/rovereJ by/lierc�/I. vmnw CopyngM02014 Page 1&2 VAR-1030 I Most Widely Accepted and Trusted Page 2 of TABLE i—BIO-BASED MATERIAL CONTENT SUMMARY PRODUCT NAME %MEAN BIO-BASED CONTENT METHOD OF DETERMINATION SES Foe.0.51b Spey Polyurethane Foam PlasOc Insulation 17%(+/-3%)' ASTM Ofi866 Nate: 'Based on precision and bias cited in ASTM DUN. TABLES 2 THROUGH 5 Section Possible Number Section Intent Polnls Conditions Of Use To Qualify For Points Finding TABLE 2�UMMARY OF AREA OF ELIGIBILITY NTH THE 2012 INTERNATIONAL GREEN CONSTRUCTION CODE Bio-based materials shall be those materials that comply with one or more of the following: 505.2.4 Bio-based content N/A 3.The requirements of USDA]CFR Pad 2902. Note:USDA T CFR Part 2902§2907.17 sets a minimum bio-based cement of T%(10% +/-3%).SES Foam 0.5 lb Spray exceeds this minimum. TABLE 3—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2009 ASHRAE STANDARD 189.1 A minimum of 5%of building materials used based on cost,shall be biobasetl products. Biobasetl products shall comply Win the minimum biobasetl contents of the USDA's Designation of Biobased Items for Federal Procurement[I CFR Part 29021,contain the 9.4.1.3 Biobasetl products N/A "USDA Certified Biobased Product'label,or be composed of solid wood engineered mod,bamboo,Wool,codon,cork,agricultural fibers,or other biobased materials with at least 50%biobased content. Note:USDA T CFR Part 2902§2907.17 sets a minimum blo-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 4--SUMMARY OF AREA OF ELIGIBILITY NTH THE 2008 NATIONAL GREEN BUILDING STANDARD(ICC 700) The fcllowfng biobasetl products are used: (h)products with the minimum biobased contents of the USDA 7 CFR Part 2902 606.1 Biobased products 3 (1)other biobasetl materials with a minimum of 50 percent biobasetl content(by vreIght Smax or volume) Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +1-3%).SES Foam 0.51b Spray exceeds this minimum. TABLE S--,SUMMARY OF AREA OF ELIGIBILITY WITH THE ANSI/GBI—01 (2010)STANDARD Blo-based products accounted for 1%or mare of Ne materials used in the building. Percentage=100 x A.B,where: A=Total cost or weight of bio-based products B=Total cost or weight of all building products 10122 Materials content— 1 Cost or weigh must be used consistently Assemblies 7nn. For USDA-designated products.products meeting or exceeding USDA's bio-based content,criteria or qualifying as USDA"Bio orefienetl"were used. Note:USDA 7 CFR Pad 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.51b Spray exceeds this minimum. =Verified attribute ICC EVALUATION SERVICE Most Wide Ly Accepted and Trusted ICC-ES Evaluation Report ESR-3375 Seal and Insulate with ENERGY STAR'Supplement Reissued August 2014 This report is subject to renewal August 2016. www.icc-es.ora 1 (800)423-6567 1 (562) 699-0543 A Subsidiary of the international Code Council® DIVISION: 07 0000—THERMAL AND MOISTURE PROTECTION Section:07 21 00—Thermal Insulation REPORT HOLDER: SES FOAM 4008 LOUETTA ROAD,#538 SPRING,TEXAS 773881405 (713)239-0252 www.sesfoam.com EVALUATION SUBJECT: SES FOAM 0.6 lb SPRAY:SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION 1.0 EVALUATION SCOPE Conformance to the following: Seal and Insulate with ENERGY STAR* Program—Definitions and Testing Requirements for Residential Insulation, Version LO Properties evaluated: • Thermal resistance • Surface-burning characteristics 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to certify that the insulation products described in Sections 2.0 through 8.0 of the master report ESR-3375 have been reviewed for compliance with the requirements of the Seal and Insulate with ENERGY STAR Program, as set forth in the document Definitions and Testing Requirements fa Residential Insulation, Version 1.0. The insulation product covered by this supplement is defined as"Spray or Pour Foam Insulation." The requirements for testing laboratory qualification and product sampling, as well as the specific material and test standards and editions used in this evaluation, are as set forth in the applicable documentation noted in Section 6.0 of the master evaluation report. 3.0 DEFINITIONS The following definitions are from Definitions and Testing Requirements for Residential Insulation, Version L0, and are applicable to the subject of this report. 3.1 General Definitions: Insulation: Any material mainly used to slow down heal flow. It may be mineral or organic, fibrous, cellular, or reflective (aluminum foil). It may be in rigid, semi-rigid,flexible,or loose-fill form. 3.2 Insulation Product Definitions: Spray or Pour Foam Insulation:A thermal insulating material that is sprayed or poured(as a gel or foamy liquid)into place, and expands or sets into a cellular foam and cures at the paint of installation through a chemical reaction. Foamed materials include,but are not limited to polyurethane,polyisocyanurate, phenolic,and cementhous insulation. 3.3 Insulation Performance Definitions: R-value:The inverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces, under steady state conditions, per unit area. For the purposes of the Seal and Insulate with ENERGY STAR`program, Imperial units will only be accepted[(h-ft'"F)/Btu]. ICC-ESEreluarbn Repom arerorrobeeorubuAi as represmnrgaesrheliaw yaher arbldrlesrars/ec)licallYadrlreaeJ.pw are Neyrobemusmred w e'rtorsemenrMNesudJm'WNe mrtwaremmmeatlarba rww in use.Shere is rro warranty by lCCEvalnarlon5ery/m.LLC.eswimpliM.as m any OrrZrg oroNer mamer In thu rep rt.orazro ypmMmtrnemlby rhe report asses Copyright o 2014 Page 106 ESR-3375 1 Most Widely Accepted and Trusted Page 2of6 Smoke-Development Index:The characteristic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. FlameBpread Index: The characteristic of a material to resist the spreading of Flames when exposed to flame or fire compared to red oak and inorganic cement. 3.4 Thermal Resistance: The insulation has the thermal resistance R-values as noted in Table 1 of ESR-3375, based upon testing. 3.5 Installation: 3.5.1 General: The installation of the insulation must be in accordance with the requirements set forth in Sections 4.0 and 5.0(as applicable)of ESR-3375.The insulation is manufactured on-site by spray polyurethane foam applicators meeting the qualification requirements of SES Foam. The following information on personal protective equipment and ventilation requirements is reprinted from the SES Foam published installation instructions: "F. SAFETY 3. PERSONAL PROTECTIVE EQUIPMENT(PPE): a. Skin:Wear gloves,coveralls, apron and boots as necessary to prevent contact of liquid components or partially-cured SPF with skin.Men handling liquid components, gloves should be made of nitrile,neoprene,butyl or PVC. b. Eyes: Protect eyes while handling liquid components or spraying with safety goggles or safety goggles and a face shield. During spray application,eye protection may be provided by a full-face or hood respirator. c. Respiration: Firms engaged in the application of SES Foam systems must have a written respiratory protection program for employees engaged in handling or applying SES Foam materials. Depending on the situation, respiratory protection may include dust masks, air-purifying respirators(APR), powered air-purifying respirators (PAPR), or supplied- air respirators ISAR). 4. VENTILATION: Provide ventilation and other engineering controls to exhaust vapors from work areas and to protect building occupants and other trades." 3.5.2 Occupancy Time after Installation: The reentry or re-occupancy time shall be in accordance with the manufacturers installation instructions,which state the following: "E. RE-ENTRY SES Foam 0.5 Ib Spray reacts and cures within seconds of application. Re-entry times will vary depending on factors including ventilation. Typically, ventilation is continued for 24 hours following the conclusion of spray application and reentry may occur at that time.° 3.5.3 Figures:The figures shown represent general installations of the insulation in the following applications:above-grade wall, below-grade wall,vented and unvented crawl space, unvented cathedral ceiling, and vented and unvented attic.These figures are for illustration purposes and are not to be construed or used as construction documents. This supplement expires concurtently with the master report, reissued August 2014. ESR-3375 Most Widely Accepted and Trusted Page 3 of 00000000000°O° pOo°°000 000o oo aooe°Ope000000000°°Oo°°000°Oo o° coon°°o oo°no 0000�o O° 0 0 00 00 000 000 00 000°000 °pOoo°o 0000000 INabr Partlticn °0000Qo 00°p0oo °°°0000 IMoriorhShemin Sorfece pOODoo°O 1l2ancE SEeelrock a000000 ( ) o° a0000 000 0000000 o°e oo 0 a°0oop0o SES Foem 0.51E Spray °°p OoO o 000 oQo� E>7eriw Sheathing ° 00 000p0°0 o° 0000 SES FOAM 0.5 LB SPRAY ABOVE canoe WuLlwuulam SES 05s1 misiz ESR-3376 I Most Widely Accepted and Trusted Page 4 of 6 Masonry Block (Typical) ...... Interior Finiah Surface .... (1t2-inch Sheetrock) 2'x 4"Studs SES Foam 0.5 la Spray SES FOAM O.5LBSPRAY IBEIOWG E Wal.INSQ!JnrION SES 05-2 071812 (lmvla=Mar.r Side of WWI) Same to provide air space between 11neimal insulation and roof same dIn*. (as required by local code) o ............. o S* o o SES Foam 0.5 lb Spray Vented Soffit 'Whore attic entry is for the SES Foam 0.5 lb Spray Service of utilities only,thermal and igniton barrier on the atlic side of Me Spray foam surface may be.!Had. SES FOAM O.5LBSPRAY I VENTED ATTIC FLOOR I SOFFIT SES 05-3 1 071812 ESR-33761 Most Widely Accepted and Trusted Page 5 of Subfloor SES Foam 0.5 ib Spray Header Sill Joist/ Floor Cross Section Thermal Barrer' (as required by Fxledor Grade local code) 6'Min Footers Vapor Barrier *Where crawlspace entry is for the service of utilities only,thermal r:': :• / /// /// and igniton barrier on the crawlspace side of the spray foam surface may be omitte i. SES FOAM 0.5 LB SPRAY CRAWLSPACE:VENTED SES 054 071812 Subgoor Heatley 1W.92, •°.vase°.;'.; SII Joist Thermal Barnet' (as required by E local code) SES Foem 0.51b Spray Footar�1 6"MIr Vapor B Mer :'..; '• //\///\///\ 'Where crawlspace entry is for the service of utilities only,thermal and ignson barrier on the crawlspace side of the sprayfoam surface may be omitted. SES FOAM 0.5 LB SPRAY CRAWLSPACE:UN NTED SES 055 0]1812 ESR-3375 I Most Widely Accepted and Trusted Page 6 of 6 Nod, in cold cimalec,embed, metal moue tOr pleles'n eFeay foam to peveM wMm-Ilene coMersatlan. SES Fond 0.516 Sandy Roof 3healhiM TNSe Tep fiMdl Ruder TbermalBemer- has al diad by local code) We:LOrel builbuM code may require the use of a vapor retertler 'n bad ounces cones. C idg l Thermal B.M. IVMre aft army is fa the as required by local building wide. se.of uNNes Doty.bull add tantrum barrier on the sun ses W the spay,foam surtace may be anima. SES FOAM 0.5LBSPRAY UNVENTEOATTIC/INSULATEOROOF OECK SESO 071812 00 00 SES Foam 0.516 Spray O 00 00000 to apeolfied nick.. 00 O 000 0000 O Roof Sheathing 0000 00000000 Thermal Berns as Reda 0000 houiretl by code. O We The local tedidirg code may aqula the lnatagalkn of a vapor barrier in Wd climate SES FOAM 0.5 LB SPRAY CATHEDRAL CEILING BES 067 071912 F .E- COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVGGER2736 (0111-1 Builder Name: Riverside Homes street: Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL Permit Number: OwnerBrothers Residence Jurisdiction: 261100 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or admire New(From Plans) 9. Wall Types(3357,0 sgft.) Insulation Area 2. single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 2792.00 fN b. Frame-Wood,Adjacent R=19.0 415.00 fl2 3. Number of units,if multiple family 1 n Frame-Wood Adjacent R=13.0 15D00 IF 4. Number of Bedrooms 3 d.Nl7` R= fie 5. Is this aworet case? No 10.Ceiling Types Insulation Area a.RaafD (UnveMed) R=22.0 1967,00 IF 6. Conditioned floor area above grade(fl) 2736 b.Knee all(Unvented) R=0.0 198.30 ft2 Conditioned floorarea belowgrade( ') 0 c.N/A R= fP 11.Duds R ft? 7. Windows(461.8 sgfl.) OeU=O'35 Area a.Sup:Arlie,Ret:Attic,AH:Attic 6 547.2 a. U-Factor: ON, 461.83 ft SHGC: SHG b. U-Faotoc N/A h2 12.Cooing systems kBtulhr Efficiency SHGC: a.Central Unit 48.0 SEER:14.00 c. U-Factor N/A ft' SHGC: 13.Heating systems kBtuAv Efficiency d. U-Fodor. NIA tt2 a.Electric Heat Pump 48.D HSPF:8.20 SHGC Area Weighted Average Overhang Depth: 4.196 4. Area Weighted Average SHGC: 0.220 14.Hot water systems 8. Floor T es (2736.0 agfl.) Insulation Area a.Natural Gas Tankless Cap:1 gallons Types EF:0.850 a.Stab-On-Grade Edge Insulation R=0.0 1967.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 769.00 W Nona n N/A R= fl2 15.Credits Petal Glass/Floor Area: 0.169 ASS Total Proposed Modified Loads: 68.70 PASS Total Baseline Loads: 72.38 P 1 hereby certify that the plans and specifications covered by Review of the plans and Fgf1E S'rgr this calculation are in compliance with the Florida EmeIpy specifications covered by this ,�O = -s$0 Code" Douglas R. °'g'�"y='9medby DoaglaaR calculation indicates compliance y �a6 6tickles DN:rn=Douglas e5[ickles ,with the Florida Energy Code. uru:. „ 0 . ;,� Baro,r- n PREPARED ,'r.• Ate. --�,,;,�, construction is completed " DATE: L'�-n'c' w:�pte.ort>.-m.ox.4sua this building will be inspected for compliance with Section 553.908 I hereby certify that this building,as designed, is in compliance Flodda Statutes. with the Florida Energy ode. COD WE.1q,J OWNER/AGENT: AAX" BUILDING OFFICIAL: DATE: "8 15 DATE: - Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualities 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 an envelope leakage test report In accordance with R402.4.1.2. 7/12201610:00 AM EnergyGauged,USA-FIaRes2014 Section R405.4.1 Compliant Software Pagel of FORM R405-2014 PROJECT T81e: RIVER2736 Bedrooms: 3 Morass Type: Lot Information Building Type: User Candittoned Area: 2736 Lot# 121 Owner: Brothers Residence Total Stones: 2 Block/Subavision: Atlantic Bch CC if of Units: 1 Wars)Case: No PlatBook: Builder Name: Riverside Homes Rotate Angle: 270 Street: PaooB Office: City of Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, NewflExis9n9: Now(From Plans) Comment: CLIMATE J 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 Blockt 27M 26591 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Inft11D Finished Coaled Heated 1 tat Floor 1967 19670 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 769 6921 No 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Penmeler Perimeter R-Value Area Jolst R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1 a Floor 232 ft 0 1967 ft — 0.85 0 0.15 2 Floor Over Other Space 2nd Floor _ -- 769 IF 0 o.6 0 0.4 ROOF Roo! Gable Roof Soler SA Emla Emig Deck Pitch v # Type Materials Area Area Color Al,sor. Tested Tested Insul. (deg) 1 Hip Metal 2364 it' Oft Medium 0.6 No 0.4 No 22 33.7 ATTIC J # Type Ventilation Vent Rare H in) Area RBS IRCC 1 Full avis Ummnted 0 1967 W N N 7112120181090 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of FORM R405-2014 CEILING # Ceiling Type Space R-Value Ins Type Area Framing Free Truss Type _ i Under Attic(Unvented) let Floor 0 Blown 11988 0.11 Wood _ 2 Knee Wall(Unwmad) let Floor 0 Blown 36 0' 0.11 Wood _ 3 Under Attic(Unvented) 2nd Floor 0 Blown 769 f? 0.11 Wood 4 Knee Wall(Urwented) 2nd Floor 0 Blown 162.3ft 0.11 Wood WALLS Adjacent So. CaR_Vvity Width Height Steel Framing Solar Below -1 N=>W Exterior Frame-Wood tat Floor 19 14 6 10 145.0 ft' 0.23 0.75 0 2 E=>N Exterior Frame-Woad 19 Floor 19 8 10 W.0 IF 0.23 0.75 D 3 N=>W Exterior Frame-Wood 1st Floor 19 29 9 10 297.5 IF 0.23 0.75 0 4 E=>N Extedor Frame-Wood tat Floor 19 55 6 10 555.0 f12 0.23 0.75 0 -5 S=>E Exterior Frame-Wood let Floor 19 13 10 130.0 W 0.23 0.75 0 -6 W=>S EMerlor Frame-Wood let Floor 19 5 10 50.01 0.23 0.75 0 ] S=>E Exterior Frame-Wood 1st Floor 19 6 10 60.0 0.23 0.75 0 8 S=>E Garage Frame-Wood let Floor 19 41 6 10 415.0112 0.23 0.01 0 -9 S=>E Garage Frame-Wood 1 st Floor 13 15 10 150.0 fN 0.23 0.01 0 10 W=>S Edenor Frame-Wood 1st Floor 19 6 9 10 67,5 ft' 0.23 0.75 0 11 S=>E Exterior Frame-Wood 1st Floor 19 2 10 20,0 W 0.23 0.75 0 12 W=>S Exterior Frame-Wood let Floor 19 35 10 350.9112 D.23 0.75 0 13 N=>W Exterior Frame-Wood 2nd Floor 19 7 3 4 29.0 W0.23 0.75 0 14 W=>S Extedor Frame-Wood 2nd Floor 19 10 3 9 92.3 fY 0.23 0l5 0 15 Al Exterior Frame-Wood 2nd Floor 19 12 9 108.0 it, 0.23 035 0 16 E=>N Exlarior Frame-Wood 2nd Floor 19 47 6 9 427.5 ft 0.23 0.75 0 _17 S=>E Exterior Frame-Wood 2nd Floor 19 19 6 9 175.5 fl 0.23 0.75 0 18 W=>S Exterior Frame-Wood 2nd Floor 19 15 9 9 141.8 ft- 0.23 0.75 0 19 W=>S Exterior From-Wood 2nd Floor 19 21 3 6306' 0.23 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In R In _ 1 S=>E Insulated 1st Floor None .46 3 8 24 ft' 2 S=>E Insulated 1 a Floor None .46 3 8 24 f12 WINDOWS Orientation shown is the entered orientation => chanced!to As Built Inotated 270 cereals). / Wall Overhang V # Cold ID Frame, Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening _ 1 N=>W 1 Vinyl Low-E Double Yes 0.35 0.22 26.7 ft' 1 it 8 in 1 it 0 in Drapaslblinds None 2 N=>W 3 Vinyl Low-E Double Yes 0.35 0.22 128.0 WBfl8 in 180 in Drepaslbliods None _ 3 N=>W 3 Vinyl Low-E Double Yes 0.35 0.22 18.0 ft- 9 ft 8 in 1 ft 0 in Drapes/blinds None 4 E=>N 4 Vinyl Law-E Double Yes 0.35 0.22 80.0 ft- 1 ft 8 in i It 0 in Drapes/blinds None 5 S=>E 5 Vinyl Law-E Double Yes 0.35 0.22 32.0112 1ft81n 180 in Drapeslblinds None 8 W=>S 12 Vinyl Low-E Double Yes 0.35 0.22 24.0 fN 1 ft 81n 1 ft 0 in Drapeslblind. None 7 W=>S 12 Vinyl Low-E Double Yes 0.35 0.22 32.0 ft 1 it 8 in 1 it 0 in Drapes@Iinds None 71ID201610:00 AM EmergyGau9e®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 WINDOWS Orientation shown is the entered orientation => changed to As Buil bralefted 270 decrees). / Wall Overhang �/ # Oml ID Frame Panes NFRC U-Factor SI-GG Area Depth Separation Int Shade Screening 8 N=>W 13 Vinyl Low-E Double Yes 0.35 0.22 3.0 ft- ft 8 in 1 fl 0 in Drape ublinds None 9 N=>W 15 Vinyl Low-E Double Yes 0.35 0.22 15Aft 1ft8in 1ft0in Drapeslblinds None 10 E=>N 16 Vinyl Law-E Double Yes 0.35 0.22 45.0 fN t IT 8 in 1 ft 0 in Drapeslblinds None 11 E=>N 16 Vinyl Loi Double Yes 0.35 0.22 25.0 W 1 ft 8 in 1 ft 0 in Drapesrolmds None 12 E=>N 16 Vinyl Low-E Double Yes 0.35 0.22 5.7 ft• 1 IT 8 in i ft 0 in Dapeslblinds None 13 S=>E 17 Vinyl Low-E Double Yes 0.35 0.22 12.5 fl 1 ft 81n 1 ft 0 in Drapeslblinds None 14 S=-E 17 Vinyl Low-E Double Yes 0.35 0.22 15.0 fl 1 ft 81n 1 It 0 in Drapesiblinds None GARAGE # Floor Area Ceiling Area Exposed Well Perimeter Avg.Wall Height Exposed Wall Insulation 1 605 fN 605 ft. 53.6 ft loft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EeIA ACH ACH 50 1 Wholehouse Pmposetl ACH(50) .000432 3102.3 170.31 320.3 .4098 7 HEATING SYSTEM # System Type Sublype Efficiency Capacity Block Duds 1 Electric Heat Pump None USER 8.2 48 kBtulhr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:14 48 kBtulhr 1440 ofm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Locetlon EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.85 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model if Collector Madel# Area Volume FEF None None ft' DUCTS -Supply-- -Return-- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLE Heat Cool 1 Attic 6 547.2 It Attic 138.8 IT Default Leakage Adic (Default) (Default) 1 1 711 22 01 6 10:00 AM EnergyGauge®USA-FlaRea2014 Section R405.4.1 Compliant Software Page 4 of FORM R405-2014 TEMPERATURES Pmgramablee]Thermostatx,Y [ ] Crroiling Fans: Ip ` 7 r�17 Doc Healing f%1 Jan l l Feb t%]Mar L l�r [ MaY Jsy un I I Jul [X]Aug S p Cat Nov [ f Oe�c Venting 11 Jen l 'Feb lKl Mar lxl Jun lff 1 Jul l 1 Aug Sep Thermostat Schedule: HERS 2006 Reference Hours ScheduleType 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 76 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 88 PM 68 88 68 68 68 68 68 88 88 68 6fi 66 7/12/201610:00 AM EneigyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of FORM R405-2014 1/ ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX' = 95 The lower the EnergyPerformance Index,the more efficient the home. Atlantic Beach, FL, 1. New,mnsimokon or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exledor R=19.0 2792.00Wb.Frame-Wood,Adjacent R=19.0 415.00 ft 3. Number of units,dmultiple family 1 c.Frame-Wood,Adjacent R=13.0 150,00 4. Number of Bedrooms 3 d.NIA R= ft' 5. Is thweworst case? No 10.Ceiling Types Insulation Area a.Roof Deck(Unvented) R=22.0 1967.00 fl 6. Conditioned floor area(ft') 27M b.Knee Well(Unvented) R=0.0 198.30 W cR= 7. Windows" Descnptioo Area 11Duct R fN a. U-Factor: Diol,U=0.35461.83 W .Ducts e.Sup:Attiq Ret:Attic,AH:Attic 6 547.2 SHGC: SHGC=0.22 b. U-Fectoc WA fl' SHGC: 12.Cooling systems Mal Efficiency c. U-Factor: N/A W a.Central Unit 48.0 SEER:14.00 SHGC: d. U,Factor: N/A ft' 13.Heating systems kBtulhr Efficiency SHGC: a.Eleclnc Heat Pump 48.0 HSPF:8.20 Area Weighted Average Overhang Depth: 4.196 ft. Area Weighted Average SHGC: 0.220 8. Floor Types Insulation Area 14.Hot water systems Cap:1 gallons a.Slat,On-Grade Edge Insulation R=0.0 1967.00 fi a.Natural Gas EF:0.85 b.Floor Over Other Space R=0.0 789.00 fl' c.N/A R= ry� b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building °f,t$6 gP4rs 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: (e �Ja Address of New Home: II4l ft,ythrm (h.L-1�nrCity/FL Zip:: tM.Ar ( �,FL Y+�I y'�4 32233 °p°"'e�`J '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) 63&1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Ra[ers. 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. 7/121201610:00 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 oft FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole BuildingPerformance and Prescriptive Methods ADDRESS: 4 MO(tla' -'•Ctil Permit Number: Agenda Beach,FL, MANDATORY REQUIREMENTS See 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 me builder to be accurate and correct before final approval of me building for deco cy. Florida law (Section 553.9085,Florida Stables)requires the EPL display card to be included as an addendum to each sales contact 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. ❑ 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 R4024.4. Q 8402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and 8402.4.1.2.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 R4o2.4.1.1 shall be installed in accordance with the manufacturers 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 parry 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 5 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).Where required by the code official,testing shall be conducted by an approved third parry.A written report of the results of the test shall be signed by the party conducting the test art provided to the code official.Testing shall be performed at any time after creation of all penetrations of me building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatheretbpping or other infiltration commit measures; 2.Dampers including exhaust,intake,makeup air,backdraff 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,it installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed of the time of the test,shall be fully open. O R402.4.2 Fireplaces. New wood-burning 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 Ua/m2),and swinging doors no more than 0.5 slim per square fact(2.6 Usmi when tested according to NFRC 400 or AAMA W DMA/CSA 101/1.5.2/A440 by an accredited,Independent laboratory and listed and labeled by the manufacturer. Exception: She-bulltwindows,skylights and doors. O R402AA Recessed Ilghting. 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 al a 1.57 psf(]5 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the Interior well or ceiling covering. ❑ R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.2.2 Seeing(Mandalory)All ducts,air handlers,and filter boxes and building cavities that forth 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 most duct lightness criteria by parconstruction "rough-In testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially lack free"by either of the following: 1. Post-construction lest:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feel(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pal 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 all of conditioned floor arca when tested at a pressure differentlal of 0.1 inches w.g.(25Pa)across the system,Including the manufacturers air handler andosure.All registers shall be taped or otherwise sealed during the test,if the air handler 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 duds and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. ]/12/201610:00 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 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. ❑ 11403.3 Mechanical system piping insulation(Mandatary). Mechanical system piping capable of carrying fluids above 105T(41°C) or below 55T(I YC)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. ❑ 11403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hod-water circulating pump when the system is net in use. ❑ 11403.4.3 Halethorpe(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 Ih 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). Q R403.4.4.1 Storage water heater temperature controls 8403.4.4.1.1 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 Shutdown. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be fumed off.A separate valve shall be provided to pandit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. O 11403.4.4.2 Water heading 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 We 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 systema- Solar systems far 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 Cedified 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 fallowing criteria: 1. Be Installed with a lift angle between 10 degrees and 40 degrees of the hodzonhal;and 2. Be installed at an orientation within 45 degrees of true south. ❑ 11403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Flonda 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 gnottty dumpers that close when the ventilation system is not operating. ❑ 11403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. O 8403.6.1 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 hearing 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 8302.1.This code close net 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 se that or 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 manufacturers product lines.The comesponding latent capacity of the equipment shall not be less than the calculated latent load. ]/12/201610:00 AM EnergyGauge®USA-Flafoes2014 -Section R405.4.1 Com Page 2of3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 11403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity Is a nominal,rating-tart 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 ceelinganly equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source squipm antl,the blower one provided by the expanded performance dam, 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 Flarida-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 creaming to Section R403.6.1 A and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling Ieatl. R403.6.1.2.2 Electric resistance furnaces. Electric resistance fumacas 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 bumem shall not be less than the design Ieatl calculated in accordance with Section R403.6.1, O 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 Commemial 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° ,and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature Is above 40T. ❑ 11403.9 Swimming pools,Irground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified In 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 11403.9.1 Pool and spa heaters. All Not 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. 11403.9.1.1 Gas and all-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of S2 percent for heaters manufactured on or after April 16,2013 when tested In accordance with ANSI 2 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. 8403.8.1.2 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 tram an independent laboratory is requiretl to witty procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O 8403.9.2 Time switches. Time switches or other control method that can automatically tum off 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 requiretl to operate solar-and waste-heat-recovery,pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R40:1.9.3 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 N the energy for heating from site-recovered enemy,such as a heat pump or solar enemy source computed over an operating season. ❑ RR4g4.1 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 fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall cwt be required to utilize high-efficacy lamps. O 8404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ 11405.2 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 mots do not have sufficent space,R-10 is allowed. 711 M01610:00 AM EnegyGauge®USA-FlaRe52014 -Section 13405.4.1 Com Page 3 of FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: RIVER2736 I,trt t1f Builder Name: Riverside Homes street. ltr&a'(1'b"'ki Dux-t7y'� Permit Office: City of Atlantic Beach City,State,Lip: Atlantic Beach.FL,3oJa3'J Permit Number: Owne, Brothers Residence Junsdiciion: 261100 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/soffa 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. t/ 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. t/ Exterior thermal envelope insulation for framed walls shall be Installed in substantial contact and continuous alignment with the air banner. Knee wails shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and ✓ framing shall be sealetl. 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 subfioor 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 crawlspace walls. ,1 Exposed earth in unvented crawl spaces shall be covered with a Class I 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 it,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 exteriorwall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. V 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 i sealed to the sub-floor or drywall. ✓ Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 7/12/201610:01 AM EnetgyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 + WrightSOftCompliance Manual S Re ort Job: MNR2736 Date: 07111116 Entire House By: DRB A/C Masters HVAC,Inc. MS Tmca Road,Butte• .Jeckaanwb,FL 32255 Panne:604722% 5 Fax 900.7Y 89dW Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Cooling Design Conditions Outdoor design DB: 93.0°F Sensible gain: 35725 Btuh Entering coil DB: 77.6°F Outdoor design WB:77.0°F Latent gain: 7252 Btuh Entering coil WB:63.8'F Indoor design DB: 75.0'F Total gain: 42978 Btuh Indoor RH: 50% Estimated airflow: 1533 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CHI4NB0480000A+FB4CNPO4BL Actual airflow: 1533 cfm Sensible capacity: 33180 Btuh 93% of load Latent capacity: 10240 Stun 141% of load Total capacity: 43420 Btuh 101% of load SHR: 76% e , Design Conditions Outdoor design DB: 32.0°F Heat loss: 41251 Btuh Entering coil DB: 68.7°F Indoor design DB: 70.07 Manufacturer's Performance Data atActual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB0480000A+FB4CNP048L Actual airflow: 1533 cm Output capacity: 46000 Stun 112% of load Capacity balance: 31 'F Supplemental heat required: 0 Stun Economic balance:-99 "F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1533 cfm Output capacity: 10.6 kW 88% of load Temp. rise: 50 7 The above equipment was selected in accordance with ACCA Manual S. 4,41 52 2016JUL111 WrightsofC RIOetSuiteID Unimsa1201717.0.01 RSU13 6 Page 1 ADCA...e Hwn&IMINTIC BEACH CQNBCC121gRodh tsl.mp Cage=MIB Fmnl Door laces: E Job: R a wri htsofProject Summary pate: on111116 Entire House By: pas A/C Masters HVAC,Inc. "5 Trefce Read.Sidle 1204,Jeckaom4le,FL 322M PIvre:930.72241925 F—IKW72298" Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Notes: Lot 121,Atlantic Beach Country Club Brothers Residence Design InfOrmation Jacksonville, Int'IAirport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 'F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TO 38 °F Design TO 18 °F Daily range M Relative humidity 50 % Moisture difference 50 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 29977 Btuh Structure 22485 Btuh Ducts 11274 Btuh Ducts 13240 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 41251 Btuh Use manufacturer's data y Ratelswing multiplier 1.00 Infiltration Equ'pment sensible loadSS Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 3800 Btuh Ducts 3452 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area (fl) 2736 2736 Equipment latent load 175 Btuh Volume (ft-) 25992 25992 Air changes/hour 0 0 F,n rp ,Pr., rmeal Iad 42MBtuh Equiv.AVF (cfm) 0 0 Req. total capacity at 0.70 SHR ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade 14 SEER PURON HP Trade 14 SEER PURON HP Model CH14NB0480000A Cond CH14NB0480000A AHRI ref 7835757 Coil F94CNP048L AHRI ref 7835757 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 32200 Btuh Heating output 45500 Btuh @ 47°F Latent cooling 13800 Btuh Temperature rise 27 °F Total cooling 46000 Btuh Actual air flow 1533 cfm Actual air flow 1533 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. zms,lul.tl l wrightsofR tr pkesh..a uilm uoat M177 nm m .9Rs3253 aea.+ ..e Home9ATANTIC BEACH CCASCCII1Saaaheral.mp Cate=e.18 Front pem(eces: E wri"Of- Ri hW8 Worksheet Job: RIVER2736 Entire House Date: 07111116 ey: DRS A/C Masters HVAC,Inc. 445Tmca Read.$ula#204.Jecksom4le.FL32266 Phone:904722-09&5 Fax 90,H722-8944 1 Room nerve Entire House Whole House 2 Exposed well 365.3 ft 365.3 fl 3 Room height 9.5 8 9.5 ft heaVwol 4 Room dimensions 2736.0 x 1.0 ft 5 Roomama 2736.0 ft' 27360 w Ty I Conshoamn U-velue Or HTM Area IIP) Load Area (ft*) Lead number (Btuhlflv SLAW) 0, pedttet., (ft) (Bbm) or perimeter (ft) (Btuh) Heat Cool Gress NIPIS Heat Cool Genas NIPIS Heat Cool 6 IN 12E-0sw 0.060 n 2.50 L46 1063 907 2344 1326 1063 807 2344 1326 �G 3A-2ov 0.350 n 13.30 10.08 156 0 2075 1694 156 0 2075 1694 W 12E-0. 0.060 2.50 1.46 386 302 780 442 386 302 700 442 3A4ov 0.350 a 13.30 35.32 60 0 790 21]9 60 4 798 2179 it 11 Jo 0.800 a 22.80 10.36 24 24 547 441 24 24 547 441 N1 12E4a 0.080 s 2.56 1.48 ]65 709 1032 103] 785 ]09 1832 1037 �G 3A-2ov 0.350 a 13.30 20.86 56 112 ]45 1188 56 56 745 1168 1G 12E�Oaw 0.088 w 2.58 1.411 SBO 389 1005 568 500 380 1005 SBB -1 3A-20v 0.350 w 13.30 36.32 191 25 2540 6936 191 13 2540 8936 R 12E-0ew 0.068 - 2.56 0.69 565 541 1398 4B2 565 541 1390 482 �D 11J0 0.600 a 22.60 18.36 24 24 547 441 24 24 547 441 P 168-1 Bad 0 m 1.86 2.65 198 198 369 525 198 196 369 525 C 16X 1".d 0.408 n 2.15 1.59 1967 1967 4232 $127 1987 1867 4232 3127 F 20P-19w O.D50 CAD O.DD 0 0 0 0 0 0 0 0 F 22A-tph 1.358 n 51.60 0.00 1967 209 10785 0 1967 209 10785 0 6 c)AED...an 198 189 Envelope baslgain 29877 20565 F29977 20565 12 e) Inf .Wh 0 0 D b) Roomventllatbn 0 0 0 13 Intemalgains: Occupants® 230 4 920 4 820 Applbncealmher 1000 1000 Subtotal Qines e to 13) 289]] 22485 22485 Less external bad 0 0 0essoansfer 0 0 delo utbn 0 0 0 14 Subtotal 298]] 22405 22405 15 Duclbads 38% 59% 11274 13240 3B% 5B% 13240 Total mom bad 41251 35725 41251 35]25 Air requited(Cm) 1533 1533 1533 1533 .J' Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r -OghL -o RI h1- 2016 &Il 1441:52 0 l3C Unhaee1261] Call. We Pop 1 _.e HomesIATUNTIC BEACH CC1gBCCt2t(emlhers).mp Celc=MIB Fmnt Daor races: E Job: RIVERV36 wri htsofte Building Analysis Date: 07111116 g Entire House By: DRS A/C Masters HVAC, Inc. 445 Treace Road,Sdde F .JackemNlk,FL32358 Pone:600.722-0685 Fax()W22-8044 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120,Jacksonville, FL 32223 Design Location: Indoor: Heating Cooling Jacksonville, Infl Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 R Design TD("F) 38 18 Latitude: 31°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grub) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Daily ran(e�*F) - 18 ( M ) Method Detailed Wet bulb - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Component Btuh/fta Btuh %of load Walls 2.5 7728 18.7 Glazing 13.3 6158 14.9 Doors 22.8 1094 2.7 Ceilings 2.2 4232 10.3 Floors 5.5 10765 26.1 Infiltration 0 0 0 Ducts 11274 27.3 Piping 0 0 re, Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 41251 100.0 Component Btuh/ft' Btuh %of load Walls 1.4 4380 12.3 Glazing 26.3 12177 34.1 Doors 18.4 881 2.5 Ceilings 1.6 3127 8.8 Floors 0 0 0 Infiltration 0 0 0 Ducts 13240 37.1 Ventilation 0 0 Internal gains 1920 5.4 Blower 0 0 Adjustments 0 Total1 357251 100.0 �., o•. Latent Cooling Load =7252 Btuh Overall U-value = 0.198 Btuh/W 'F Data entries checked. 1 52 p1�u4tr+wrightsoft' RI6M-SuOeMwmareg2a1711Ro1RBu13258 1Paava1 Ml.l�...a HomesWTIANTIC BEACH Ccw8Cc121I&othe*ruP Roo=MIS Front Doofecuo E • ii i gg SRe� Rm iiR 9�$ 1 a !! p3 8 ! a oa g ` a § ap $ 2 a 0 at ° w 7a2 �y�ia ell �4 N & a a i li � i�esxa 41 �aal 3a.:;h�'; ila(l( 11�1j i1 iiP•a � _ � er � Ilii a� I�j u'3ii9 a{�tl�l��I IP�I�ia � m ➢p ��€ aaiJ�h ia.iiiNla� i ° a a,. °P �i it d AP F 1 a = to gs 9 Ra 1® Lumber design values are in accordance with ANSVTPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTeke RE: J160407- Riverside Homes - Lot 121 ABCC -JB MiTek USA, Inc. Site Information: 6904 Parke East Brod. Customer Info: Riverside Homes Project Name: Brothers Residence Model: Tampa,FL 33610-4115 LOVBIock: 121 Subdivision: ABCC Address: 1686 Maritime Oaks Dr City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Floyd S. Simpson License#: 50791 Address: 11481 Old St.Augustine Rd#202 City: Jacksonville State: FL General Truss Engineering Criteria&Design Loads(individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014,rP12007 Design Program: MiTek 20/208.0 F� .� COPY Wind Code: ASCE 7-]0 Wind Speed: 130 mph L Roof Load: 37.0 psf Floor Load: 55.0 psf This package Includes 70 individual, dated Truss Design Drawings and 0 Additional Dl �f�. . o With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineers9 1tris @dot*at R conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engine o FbI@$: u ts No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T9334633 F01 8/23/1623 T9334655 CO3 8/23/16 2 T9334634 F02 8/23/1624 79334656 C04 8/23/16 ti s o W 3 79334635 F03 823/1625 T9334657 C05 8/23/16 4 79334636 F04 823/1826 79334658 D01 823/16 3 o g 9 9 W 5 T9334637 FO5 823/1627 T9334659 E01 82 "'3/16 6 T9334638 FO6 823/1628 T9334660 E02 823/16 ¢ m 0 0 0 €.s z 7 T9334639 F07 823/1629 79334661 E03 823/16 a 79334640 F0S 823/1630 T9334662 E04 823/16z ; a ti i ai n 9 79334641 F09 823/1631 T9334663 E05 823/16 — 10 T9334642 FIB 823/1632 T9334664 E06 8/23/16 a es`rt W i 11 79334643 Fit 8,23/1633 T9334665 E07 8/23/16 12 79334644 F12 823/1634 79334666 E08 823/18 13 T9334645 F13 823/1635 79334667 E09 823(16 14 T9334646 F14 823/1636 T9334668 E10 823/16 15 T9334647 A01 a23/1637 79334669 G01 823/16 " 4g i ¢,�„6 16 T9334648 A02 823/1638 79334670 G02 823/16 d d a a N 17 79334649 A03 823/1639 79334671 G03 823/16 18 T9334650 A04 a23/1640 T9334672 H0t 823/16 <=�� %�❑ ❑ m =� 19 T9334651 A05 823/1641 79334673 H02 823/16 20 T9334652 B01 823/1642 79334674 H03 823/16 21 T9334653 Cot a23/1643 T9334675 K01 823/16 22 79334654 CO2 823/1644 T9334676 K02 823/16 bbp161rlgp The truss drawing(s)referenced above have been prepared by MiTek ,w `7 UIN USA,Inc. under my direct supervision based on the parameters �� •gip E N SF F? '.�� provided by Manning Building Supplies. Truss Design Engineer's Name: Velez,Joaquin No 68182 •::# My license renewal date for the state of Florida is February 28,2017. STATE OF IMPORTANT NOTE: The seal on these truss component designs is a certification •. .c p•: that the engineer named Is licensed in the judsdiction(s)Identified and that the '�� •' O R\ �� designs comply with ANSIrrPI 1. These designs are based upon parameters 'i @ ••'•• G�� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �.SOON A\-�?% given m MiTek. Any project specific information included is for MiTek's customers rerr Ff i ll1I66�, file reference purpose only,and was not taken into account in the preparation of J v K lb.6n6Y these designs. MiTek has not independently verified the applicability of the design ek USA lm.m Ced6631 parameters or the designs for any particular building. Before use,the building designer 68a1Pone up aM.Tanpa FL 33610 should verity applicability of design parameters and properly incorporate these designs pw: into the overall building design per ANSI/rPI 1,chapter 2. August 23,2016 Velez,Joaquin 1 of 2 RE: J160407 - Riverside Homes - Lot 121 ABCC -JB Site Information: Customer Info: Riverside Homes Project Name: Brothers Residence Model: Lot/Block: 121 Subdivision: ABCC Address: 1686 Maritime Oaks Dr City: Atlantic Beach State: FL No. Seal# Truss Name Date 45 T9334677 K03 8!23/16 46 T9334678 K04 a23/16 47 T9334679 K05 823/16 48 T9334680 K06 &2a(16 49 T9334681 K07 823/16 50 79334682 J01 823/16 51 T9334683 J02 a>23/16 52 T9334684 J03 8/23/16 53 79334685 J04 823(16 54 T9334686 J05 823/16 55 79334687 J06 823/16 56 79334688 J07 823/16 57 79334689 J08 8/23/16 58 T9334690 J09 823/16 59 T9334691 J10 823/16 60 79334692 J11 823/16 61 79334693 J12 8/23/16 62 79334694 J13 823/16 63 T9334695 J14 823/16 64 T9334696 J15 823116 65 79334697 J16 823116 66 T9334698 J17 823/16 67 T9334699 J18 823/16 68 79334700 J19 8/23/16 70 793334702 J211 X3/18 2 oft Job _ I, T1'uB Truss Type OIY iPly Remade Has neLot 121 ABCC-JB TB339533 J1 snarl F01 Floor 1 1 Job Reference o brei Memlp Building Supptea, JBckmmllle,FL 2015 MgwM Indianians,Me. TUe Aug 2315:C6 2016 7JVagy 1 IO:IwUUSCTUCMDeMVr1210zOVpF-pMM9wpD W]9BKPevOSBNSTInrY1¢rz]JVII9ykxvo P4B H 1_2d� 128124 1.2A � 11-24 '441.2.8 � 11 ZJI r 13-0 150 o-lye YaM 39'=1' 33= 33 I Sw5= 56= Sa5= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 21 0 IB 18 3G= 99= 4x7= 56= 08= q4= tz-1W 11p Y80 4d9 SId of B8a eie IP89 Rd 1281 119 1iL lip 11a 1JO 110 lie 1i0 11 Ja fill M zda Pla Plate Otlmd DLY4- 118419 EdeL 1lTEdw O1-81122'09-0Edeel 133'0.1-B P412113Y0.1-80.0.121 LOADING(pa) SPACING 2-00 Cl DEFL In llw) Vtlell UE PLATES GRIP TCLL d0.0 Pllste Gtlp DOL 1.00 TC 0.43 Ver(LL) -0.01 19 >999 480 MT20 2dG190 TOOL 10.0 p7 OOL 1.00 BC 0.54 Ver(R) -0.04 1920 >999 360 Ell 0.0 Rep Street l0or NO WE0.0 HON(TL) OA1 1] We Ne BCDL 5.0 Code FBC201WTP12007 MeblX-SH WeIgM:11316 FT=20%F.11%E LUMBER- BRACING TOPCHORD 2x4 SP Na2(11a) TOPCHORD Structural woos shooting directly appte0 or boo a:purlins, BOTCHORD 2x4 SP No2(Oel) except and vadicid. WEBS 2x4 SP Nn2baf) BOT CHORD Rlgkl ceiling chiral applied or 600 w Wrong. REACTIONS. All bearings 12-10-0 except 0HengM)1)958. gb)- IAazUplit All uplift 100 to ormssatfolM(s)32 Max Gmv Alreadiws2Wlborlmat)oint(s)ert tl)=1543(L04),22=lWl(LC1),22=1941(LC1),31�78(LC 1),30 (LC 1),29�74(LC 3),24673(LC 1),27�73(LC 3).28=6M(LC 1),25_-664(LC 3),2h712(LC 1), 23=451(LC 3) FORCES. 0b)-Wou Comp.rax.Ten.-A11wcm250(Ib)orlmaemeptxTensomen. TOPCHORD 161)=14]5'0,12-13=-1515W,1314=-1518N,14-15=1 t3fl/0,1516=1138q BOTCHORD 21-22W ,20-21-a48,1420-0/15]5,18-19=W15)5 WEBS 11-22=d3410,1618W/1883,14-18=993/0,12-20=0'903,12-22-1]6RPo,1-31=-345N, 2-31=534A),33C=615b,4-29=918Po,5-20=-51]N,6-2]=51)N,)-2fi-_619'0, 8-25=511/0,924=544A),tb23.965b,18-20=A]No,1S18=-55fi/0 NOTES- 1)Unbalanced floor live loads neve been considered tortbis design. 2)At plait are ISM MT20 unless otherwise Indicated. 3)Protide mectanlcal connection(by others)of Cuss to beamlg plan capable of w matanding ton lb uptlt at Iolef(s)32. 4)Load case(s)1,2,3,4,5,6,7,B,9,10,11,1$13,14,15,16,1],18,19,20,21,22,23,24,25.26,27,28,29,30,31,32,33,34, 35.36,37,W.39,40,41,42 haMTave been modified.Building designer must name Made to verily Net troy are correct for Me Imended use d this from. 5)Recommend 2x6 stongimck.,on edge,spaced at 1000 w and leaned to Olson mass wind 3104(0.131 X 3•)ruts. Strengbacla to be attached to walls at Meir outer ands or rmlMled by onror means. 6)CAUTION,Do not erect truss backwards. ])In the LOAD CASE(S)section,loads applied to the face of the trues am noted as from IF)or back(8). LOAD CASES) Standard 1)Dmtl a Floor Live(balancetl):Lumber Increase=1.00,Plate Incomea=1.00 Uniform Loads(pit) Val 17-32=117(P=-107),1-18=-388 2)Dead Lumber Increase=l.OQ Plae Increase=1.00 Uniform Loads(pt) Ver:17-32=117(F=-107),1-16=-308 3)1st Dead♦Floor Llve(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Unit.Loads(pit) Ved 17-32=117(F=-107),1-11=989.11-1f 308 Q WAWINa'VMIy bYQnpvmnr•xp REAP NPTEe ON IX5 PNO INLLVOEO MIIEN FEFEPFNLE>IBE MR i<)]nr.100.YROISBEfOMYSf �IWlea la us My WhM�caivndw[.RhtleYP,k N's tl Mniwleni Wh�reva.IMdl�ptlNPnl muran'syl,w 4cM_I,.-, -N SNI Innu1 -: nla lhk�leNJ 11 Ilu oVemll Bw°`r"°.w.r �moirCOmarow i non u reinr n�lo t:�rem :+��w. �o' MITOk ki Worn IWrye.UNMV. on one PtldOLkpm1W.fee canmanlem12.Ao ryn VA 1314.lxb,O5B.a9ane BCSI BUMMeconlpawm I Fa Me 1.1c . aWNyw4mwBwn avaaxa ran maBrnallmmlla.zlax.laa snaal.sra 3lz.aewdnavnnm4. tr„c..IL sxlo Joe ( a T. Those Type at, PN Riverside Hama-Lot 121 ABCC-J9 9 ed J180aW Fot Floor 1 1 r Job 0laMffce o arnel naming Building&¢plies, JeclawMlle,FL 6.QDgMVrr20201F_Hue G-gMnea,IUmSUNd sVA T2562016Pepe2 IDiwUlMO]IUcnO0gn4Vr1210NVpF-Hu9MG_9MgFODU_m65EMngwVA7wT268MZEOleyMrun LOAD CASE(S) Slandeer 4)2nd Dead+Poor Live(unbalanced):Lumber Inchosta lOQ,Plate Increase=1.00 Undom Loads(pit) Van:1]-32-11](F=-107),1-11=309,11-16=388 5)3rd unbxlall Dead Lumber Increase=1.00,Plate Increase--1.00 Uniform Loads(pip Van:17-32=11](F=-107),1-11=388,11-16=308 8)4th unbelaticed Deed Lumber Increaee=1.00,Plate Imrease=l 00 Unicom Loads(pit) Ven:1732=117(F=-107),1-11=308,11-16=-388 ])1st chase Dead+Floor Ure(unbalarlced):Lumber Incwahs1.00,Plate Increase-1.00 uniform Loads(pit) Ven:17-32=117(F=-107),t-16--388 8)2nd chase Dead+Floor Uva(unbalanced):Lumber Increase--1.00,Plate Increase=1.00 Unit..Loads(pit) Von:17-32-117(F=107),146=386 9)3d Mase Dead+Floor Use(unbalanced):Lumber Increase=1.00,Rate Nwreme=1.00 Uniform Loads(pit) Ven:T7-32-117(F=-107),1-16=388 10)nth chase Dead+Floor Use(unbalanced):Lumber Increase=1.00,Plate Increase=100 UNiolm Loads(pip Ven:173 ---11](F=-10]).1-1f W 11)5th Mase Dead+Floor five(unbalanced):Lumber Inorease=1M.Plate Increase=1.00 Uniform Loads(pip Vat:17 n-1 17(F=-1 07).1 1 6=W 12)On Mese Dead+Hour Joe(unbalanced):Lumber Increase=1.00,Plate Increasa_1.00 Uniform Loads(pip Vett 1]32-117(F-107),1-16=388 13)Ah Blase Dead+Rom Uva(unbalanced):Lumber Increase=1.00,Plate Incease=l 00 Uniform Leads(p0) Ven:1]32=-147(F=107),1-16=388 14)8th Masa Deatl+Floor Lee(u talanced):Lumber Increase=1.00,Plate Increase-1,00 Unafmm Loads(pit) Ven:1]-32=-117(F=-107),1-16=388 15)9th Mese Dead+Floor Use(ruMalanced):Lumber Incha ee=1.00,Plate Mabase=100 Und..Loads(pit) Ven:17 32=11](F=-10]).146=388 16)IM chase Dead+Floor Los hat elancetl):Lumber Increase=1.00,Plata Increase•=100 Uniform Loads(pip Ven:17.32-117(F=107),1-16=388 17)11th chase Dead+Floor Live had alanced):Lumber Increase=l.tl0,Plata Increase-100 Uniform Loads(pit) Von:17-32=417(F-107),1-16=388 18) 121h Mase Dead+Flom Live(unbalanced):Lumber Increase=100,Plate Imrsam=1.00 lhWorm Leads(pit) Vert 17-32=-117(F-107),1-1f 388 19)13th chase Deatl+Flom Uva(unbalanced):Lumber Increase=100,Plate Increase=1.00 Uniform Leads(pit) Vert:1732-117(F=-107).1-16=388 20)14M Maze Dead+Floor Uve(unbalanced):Lumber Increase-1,00,Plate Increase=l 00 Unions Leads(pit) Vag:17-32=117(1-107),1-16--388 21)15th Mase Usual+Fluor five(uMelazwed):Lumber Increase=l 00,Plate Increase=1.00 Unions Leads(pit) Ven:17-32=-11](1=407),1-16=388 22) 18th Mese Dead+Floor Uva(urbalallmd):Lumber Increase=1.00,Place Increase=1.00 Uniform Leads(pip Vena]-32-11](F=-107),1-18=388 23)17M Mase Dead+Floor UVe(unbalanced):Lumber Increase=1.00,Role Increase=100 Uniform Leads(pig Vol:1732-117(F=-107),1-16=388 24)18M chase Dead+Flour Uva(unbalanced):Lumber Increase=1.00,Plate Increase-1,00 Uniform Leads(pit) Vert:1732-117(1`-107),1-16-388 25) 19th chase Deed Lumber Increase=1.00,Plata Imreaze=l.CO Uniform Loads(pip Ven:17-32=117(F-107),1-16=388 26)20th Mase Dead Lumber Incresse=1.03,Plate Increase=1,00 Uniform Loads dl) Van:1732-117(F=-107).1-16=38B 27)21st Masa Dead Lumber Increase=1.00,Plate Increase=1.90 Uniform Leads(pit) Vol:17-32-117(F=-1(]),1-16=388 20)22nd Mase Dead Lumber Increase=1.00,Plate Increase=1.00 Uniform Leeds(pit) Ven:17-32=-117(F-107),1-1 B=-388 Q WIPNM4 -.a-.--OX iIM ANa sclues0 aueK eEFEMN6E Pods N 7473 m,tOONJIe 6EFmiEWC Po� Ifur use vMY`✓>m tor..—11- 1or4l.mW-^P">•anwnen Ypw,mela u"m llrt I WIMYq rnngmenl,ml Inffi5'rybm Pelaa ire.IMGiR9tletlTa. mW wmoll¢gFW'xtilNoltlefMrp�ranolursud PrcpxmYarcaMrole Mh tle4T M1b lneoueMl ��Y cuare aces. ewNatmaedarol.awnr w.wlro enwun lnffiwmawor olN.e�„m.,neaonv.eoalbrin l�,norm mtl mrrrwr.,.nawlre MiTle�C a dwgrieR.een forSPLNyogbpesenlcdlryse.mmwnbla Pai.eria ml.vmnwePerlvdum.9s. Pr rererd9a0.xwareWd^21M emc ee.. EeY 311 NYvk I4nslauA.tbP'YY.declknmldOcMdM1uizsaMM0T5rerru,re6Ulp/IVIIOWNG1Xwb.03aJ9 ob aCL MOJrgCYrWoe4rn 9yYy laoimolbn wb'tle M1an IIiE PaleMMe.216 N.Lee5Tea1.911831 R.NBMurtlki VPY[31 C, ier,pe.FL 93610 JOC T. Tina Type ply Pty Hlverelde Homes Wt 121 ABCC-JB I T9336633 J18010] FOt Floor Job HeKrence O Banal M.'aw BUMltg Suppliac. JecksomBlle,FL Bolo SApr 202018 MiTek lnduslnes,IM. Tue Aup 2315:08:362018 PeAe3 ID faUUSC]IUcnODgM '000zOVpF-H.IMG_pMOFOPU_m55�MIgw VA]WT256MLE016ykWVr LOADCASE(S) SterMaN 29)23rd Mese Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Von:17-32=11](F=-10]),1-16=-388 30)24m Mese Dead:Lumber Increase-IM.Plate increase=l 00 Uniform Loads(Pit) Ven:1]32-11](F=107),1-16=-388 31)251h1 .Dead:Wmbar mmass1.00,Plate IIcre9.e=1.00 Uniform Loads(pit) Von:1]-32-11](F-107),1-16=-388 32)26m chase Dead:Lumber Irma =l.0o Plate Increase=-1 00 UNtorm Loads(PB) Vint:1]32=-11](F-10]),1-16=388 33)2N chase Dead Wiam Increase=1.00,Plate Inca...=100 Uniform Loads(pit) Ven'17-32=-11](F=107),1-16=386 34)20th ,ti.Dead:Wmbtt Increase=100.Plate Increase=100 Uniform Loads(pit) Ven:17-32=91](F-107),i-16=-388 35)2,,n Mese Dead:L..Wr Increase=loo,Plate Increase=1.00 Uniform Loads(pit) Ven:17-32=-117(F=-10]).1-16=380 36)Win chase Dead:WMW Increase=100,Plate Increase=1 W Uniform Loads(Plf) Ven:17-32-11](F-107),1-16=388 37)dist Glaze Deed:Lumber Irlaaase=l W,Plate Increase=1.00 Uniform Loade HU) Van:1732=117(F-107).1-tf. WS 38)32nd Mase Dead:Lumber Incroded-1 W,Plate Ince -1.00 uniform Load.(pit) Ven:1}32=-11](F-10]),116=380 39)MM Mase DeadLumbet Ycreme=1.00,Plate Increase-1,00 UNd m Loads(PIO Van 17-32=11](F-10]),1-16=-388 4q 3 nn Mese Dead:Lumber Increase=1 00,Plate Increase=100 Uniform Wads(Pin Van:1]-32=-11](F=-107),I-16=386 41)MM Mase Dead Wmber Irlcmass100,Plate Increase=l W UnBolm Wads(PIQ Ven:1732=11](F-10]),1-16=388 42)Stith chase Dead Lumber Increase=1.00,Plate Increase=l 00 Unlbna Leeds H IQ Van:1]-32=-I1](F=-10]).1-16=388 Q WIPMIq.YnllyOMampnmMwtWW PE1e N01ES ON IXR ANO NLLWEPY1Erf efI9YM,E IMEY!)lAm.lem't0leeFlOPEV.E mfM WI4 rouse MYHm NIaM®conrW�:Mn.IrCcledalk�ntleNY Wcrl wau�wlae Nqnll.aq klw m IMth}ell UaQ'rp canFunnl.ml iway3fem.�Iae tW.Me WkXq<k4Jner mlpl vnAly RN nr;LCWIIy OId¢WJIpOraM101YOYf p IYMICOmrcoE RB CeQ'nlnb Ilw Ovadl s.Nnre�.w� ®.,=r.ara�m�lal„no�=rlrwrwolrwlm.rl�.,eemalorclwamemmNorvv.aeam.e rN�r�rmoremglaNa�lre gk' WOYsmMlee lw naLilM annmweYenl[:MIVAaSvBh Poaln Gs�YAleaY a'd wM I7-Wn<W.fu9arwrtY 9NOmca ra9mdN nn wv.N.EWeNJ. Imra,Imrn nom9n.aewway.ara,rnw.I Lvc1reo11wNe�ma1�.WWnK:a«rWNmll ovary eaWn,baaY alaseN WrmorwrWon.nr r.im.,a Into 9yely IrYamoXm m'dkt:Mr awn Lul Mla MXNIe.41a N Lee 54eer.9lW JIR.PleadMM VA1R]II. Jab 1 r T. T.Type Oly Ply R'wetsde Homes-IDt 121 ABCC-JB TicKeti6 J16010] FM Float r 1 1 JoD Reference o Conal MaNHn9 Bullish,Expel,., Jecbomille,FL BD1USA1202016M,1.sbxueldeelM. Tne Aug2315:06362046 Pagel ID.IwUUeGTUan0DgMVr12l(%0VpF-DGOViM uRVPMgaWOL141D1i OPgHIV(rykw'ul 14HO 2-112 Scale,=131.] M]= lol Ism 11 4M= d]= 1 2 3 4 5 6 ] 8 8 qq �4 18 17 16 16 14 13 12 11 Su= y4= 1.Sol II 4M= 54= 160 4-0-0 860 12812 16312 1]-412 19112 160 260 26-0 8112 260 260 160 Nela OBsels fXVl I EO➢e. I I '09-0Edml LOAUIN I(post) SPACING 2-0.0 CSI. DEFL b Pod) Aw LAI PLATES GRIP TCU 40.0 Rafe Grip DOL 1.00 TC 0.83 VerbLL) -0.2413-14 >938 480 MT20 241)190 TCDL 10.0 Lumber DOL 1.00 BC 095 Ved(TL) -0.3813-14 Nd4 380 9CLL 0.0 Rep Stress lnor YES WB 0.35 Ho2(TL) 0.06 10 Na Na BCDL 5.0 Cotle FBC2014 P20D] Mend-SH Weigh:107 Ib FT=2035F,110.E LUMBER- BRACINO- TOPCHORD 2x4SPNo.1D0lsf) TOPCHORD Slmcfulel vrodtl sbeamilg tllre[tly applied or BP4 oc pudire, BOT CHORD 2M SP No.1 DOW) except and vadicels. WEBS 2x4 SP No.2p d) BOT CHORD Rlgld cOliW diredlyapplied or 10-0-0oc b dng. Except: 2-2-0 a brecing:14-15. REACTIONS. QA91Ee) 10=1048b0.12,10-104&b-58 FORCES. ge)-Mex Camp./ Ten.-AII forces 250(11h)or less except Wien shore. TOPCHORD 1-1g—ifte ,81 o=40441,0,1-Z-83&0,2�-20850,3-4=28651),4-5=31980. 5- 411981),87=-285]1),]-8=-20851),B"KMV0 BOT CHORD 1]-18=011581,161] 2634,1516=1V3198,14-15�1 M.18-14=W3123,12-13=1)25]5. 11-12 /15]8 WEBS 9-119tl 256.1-18=1)1256,811=-11 M,2-16-11830,812=MM,2-17=0801, 7-12=ABN,11]—]61M.]-13=0/464,3-16 553,&1110]10,4-16_706A). 814-1951491,5-14--MW4 NOTE& 1)Unbalars:etl toxrhere 0 roil M1ave been mwitleretl for this design. 2)At plates ere 3XJ MF20 unless on se,., pawed atl. 3)Rerommend to etft to on edge,ei, to,11040 ocand s!byth 10each Truss wH0 S10tl(0.131'X3')reds. Sfrolg0ad[s to be attaclletl 10 walls e1lM1eir filler ends or remralned by o1M1er means. Q yAMINd Wdly4alp,pvemr 48FAON 1F.9 IINANO UOEe MITE MNCE PMEr11Am.IWYAI6BF£OIIEYK. PWR�vdMM orf Mllekd RhdMTktvzl r - rs9wvm.uM 4lwmfdNAitl d�wre cp�'{neM rol w , .I ..... ,p�.. WHIM vr .n4N slur nPlaawnwelvrww�aenwmxa��elolreooemw MITek' ww�aax�. 9 g� I Ilnn Im 1. MmmaMKveowy MU11bM1emtxXar and pcymggp WaJ` p k Kwan RPl ed1 Irarvll -mQ.w: w55d. MMv W�+IYdan pe. rdt �tle MMa ce e9aoR tie VAY[31 iT eFL FEm161.tl. 1lxl lbLgo102e deX ry.en n u xMAdl wia� .A sl/IM10Atl loMeM Me-a9 wMBCAwWMcwNoewa ]e ]Y10 ]pYylnlwmaX4n wdMhle hcm lus Pkile[ntlMe.3ltlN Lee Saac. ' ,91[01 ✓JMa . Job 1 . Trus Trues Tyye iON Ply Rivelcitle Homes Lot ABCG-JB T933983] J16040] F05 Floor 6uppored Gable 1 1 Jab Io tonal) Bull SuppleaJecksoMlle,FL 0.010aApr20216MITekutne e.lw. Toe Ag215_:064:58218 Pagel D:MIMWIUOODgIgVr20zOVpF-DGoVlxOwuRV12n09eWOL9MLNrx3JPgHIY1ykw l 6We=1'.1e4 scf II 1sss— 2 3 4 6 8 ] 9 9 10 ROME 20 19 16 17 16 15 1I 13 12 11 2,3 I;. 3w0 3u0 11dd 1188 LOADING Will SPACING 2-0-0 CSL BEFL M (lac) steel LM PLATES GRIP TGLL 40.0 Phone GDP DOL 1.00 TO 0.OB Val rine - Na 999 MT20 244/190 TCDL 10.0 Lurcher DOL 1.00 BC 0.01 Ver(TL) rine - Na 990 BCLL 0.0 Rep Sbew 1. YES WB 0.02 HouoTL) 0.00 14 We We BCDL 5.0 Catle FBC2014?PI200) W.-SH WeI0M:891D FT=20%F,1196E LUMBER- BRACING TOPCHORD 2x4 SP No.2(Ilal) TOP CHORD Slrawral wood wreathing didwyapplied or l0-0-0oc porins, BOTCHORD 2x4 SP 1,10.2(flad exceptwevenowe WEBS 2x4 SP 140.2111a1) BOT CHORD Rigid ceiling tllm lY applled or 10-00 oc Eradlg. OTHERS 2x4 SP No.2glad REACTIONS. All beedngs 11-8-8. (Its)- Max Gley All readlons 250 lb or less atjoinl(s)20,11,19,18.1],16.15,14,13,12 FORCES. (Ib)-Max.Comp./Max Ten.-All torte 250(Ib)or less except nTen mown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise Indicated. 2)Gable requires continuous bottom chord being. 3)Tmss to as fully wasaMetl Iron one ial or wordy named al lateral movement(i.e.diagonal weg. 4)Gable study spaced at 140 da. 5)Recommend 2x6 sbagDacks,on edge, smad a 1060-0 oc and lastered to each truss own 3-10d(0.131'X 3')Polls. SwWas,ks to be attachetl to walls W their outer ends a natural by other means. AkWANwwa VWWTX9�Wmmw.rc+nJeEI0H0TE50N]MIYINO PCLYOFOIP/EN FEREIYNCf PIOawF]4Am.la0YNI5 atl0/IE 04E 0e51(y�W W lo�un cWY'ulll,Mllekticr'mmclors IIiJeSOn kPmtl MY upcnpianelen Ywwn cM51u m hvJMdwl d4uw-int—nl,ml Nus syslun.Bald¢ve.IM dXhy tl Aarcv mid..'u-a cb llNdown bio Ina overd, uoidnob9g,aaYplMkaletlkbgeienidwNap oIMNMWNuauelidYJ/d cl,atl memten'wYY- 1Mn✓J kmMdYmtlFamv,enlbxlip kdwoysre41atl Id JdMllyaMbgevMlcd�.a wpN polo{asrsd✓J tinrY m]popnlY��Wo. Im0 .g emOvrAp Mo Iseley.xl sldoy.delNery.BmcBmaxl Ma1N o11naa he.1.Mlems seo/,XL/TI G01YCMxk.eBdaaM afSl WMln9Cmpwhnl MW PeM EaI BMJ. 991aIYklom�aan owlcMo Yen Nw Wee WMk4o.21e N,he eNm1.9Jlo]12 Ne[uYM.VR22914. Tnrys.FL 9Y10 JOD r r Trues Thea Type Ois imy Rivelsde Homes-Lot 121 ASCO-JB T833C838 J160407 FOB Floor 2 ri JOD Relenwo,(opeoned Manning Budding Sri Ja Iwwelle,FL 0.010 s Apr W W18 MITek In inea es im. Tus Aap 2315:08:382016 Paper ID:1wUU6C7lKJca0Dgd4W OdDVpFM1TMMHOZfitle®gI GX% Ib90A4gU5N T2GRyk k Uri 0 F� 30 2411 Scwe.1H2.0 ser II SL41= BICE= 23= 1.5n4 II 2 3 4 5 13= W= to 9 0 t.w II 1SM II SII pod 6d0 Odd I 850 LOADWG(Pat) SPACING 2-0-0 G81. FDEFL. In poo) VEdn I/d PLATES GWP TOLL 40.0 Plate Gets DOL 1.00 TC 0.47L) 404 S 7999 460 MT20 2401190TOM 10.0 Wenger DOL 1.00 BC 0.45L) -0.08 B >999 360BCLL G0 Rep Stress Igor VES WB 0.13L) -0.01 6 We Na BODL SA Cade FBC2014RPKW7 Wadi WelgM1L 41 ID FT=20%F,11%E LUMBER- BRACING TOPCHORD 2x4SPNo20lal) TOPCHORD Stlucti wood shedding Gtredly applied or 6-0-0 Wpu111s, BOTCHORD 2%4SPN02Qml) assets end vedliw, WEBS 2x4 SP No2plal) BOTCHORD Rigid Miles,Cbesly applied or 100-0oc bracing. REACTIONS. Qbalzid 6�43N-53,1d43/O38 FORCES. (Ib) Max Comp.Mtax.Ton,-Allfmces2W(to)or less except wtnn shown. TOPCHORD 5�367M.3m3 =,4-5-J20'0 BOT CHORD B 9k0(&O,7-&WKO WEBS 1-7!0/200,57-01469,47=-251b NOTES 1)Un ssanoed floor tive toads have been considered for mis design. 2)Resommend 2x8 strugbacks,on edge,spaced at 10-0-0 oP and fastened to each Wes win 3-10l(0.131-X 3')reins. Stiolgbaoks to D¢allchW to walls at their outer ends of mdmised by otM1et means. 3)Gap bahreen inside d top chord bearing and first diagonal or vertical wan wall IM exceed 0.500n. 4)CAUTION,Do not elect truss backews. �W4aXX1eVIrlIY4Npn pwwrMweN6FIp Ne/ES pX fIaaravv LLwladr f6EFEaxXCf stafM atones seLNIe IENN'WfE D_=slyn ."no-,i, In Mllekbcmecldi Rhtlmpl 4.MYupon ,a—es;ii ono lu m IVMNCud Wt rot a—sySem.O ..-11 lMWGwdsono, vaillYlM on," lyIXOoonn noMM. lS.paid'ncp .Ie lnade!17n FM llw nvadl WmplNg,. leMglgcoletlabgawnlaWM13aaWMSd nue webarluclva mangles wYr./bJYdwl temgxaya'Apwm�wniMu9le MITek' d ktlway1a71etl MSMMNadbgevMlcd4/B MII1W�e(>e'Xa1d aWYutl gIX>alY tlan�e. fo1pe11e1d g.Mu�ca led�WgMa se.M.EW a. son'nlbl[baae, re. Bleed Noose" O11n1veiaW auawpemxfeMllY/IIIIQMIy Claxb.0aadaaY aCOI WaMeGwnpanxll Ti, 3]610 $JMy lltlwndal avtldxsewn 6�®%t%RXM&RIe N.lee 5Ym1,51Y1e 312 Namgb.Vl�'d314. _ ^V+ Joe . Trim Truss T,. GN Ply wvervaeHmws-Lot 121 ABCC-JS T9334639 J181110] FO] Floor 1 i Jab Referenceoriel Meaning BlBldilg Bull Jeckwmille,FL 8pr .0104A20201 lndutdeallc. Tue]uG 2315:08:992016 Rege1 IO:bvUUSC]IUcnODgMVr1210IDVpF-hpF-M1TMWIHDZfldegyteD%e%11130TpRYY91MGRykwlk Dd-0 15.0 2J I_ 4� SWa=1:12.0 Tb 11 b.81 3611 B6= M6= 2 3 • 5 g 4W= Y 1 10 9 B 1.5x4II 35= NI]_ Ods l50 S7B 5&D &90 N. 3160 1LB 6bB YO-0 Plate OX (XY)- f3418-0Edg I l8'00.146Eddel LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In Qpp) Ytleil Le" PLATES GRIP TCLL b.0 PIeR Grip DOL 1.00 TC 0.98 Ven(LL) -0.09 9 >899 /� MT20 241/190 TCDL 10.0 lumber OOL 1.00 I. 0.59 Ven(TL) 007 6 >921 380 BCLL 0.0 Rep Stress Inc, NO WE0.36 H0a(TL) 41.08 7 Na We BCDL 5.0 Code FBC2014(PPy2U0Meru-SH WeigM1C 511b FT=20%F,11%E LUMBER- BRACING TOPCHORD 2x4 SP No.20al) TOPCHORD SBucWml Wootl sheaO9lg mail eppliwm6000 pmllns, BOT CHORD 2x4 SP No 2QIa1) xcepl end Wat cots. WEBS 2x4 SP No.2(ilal) BOTCHORD Rigid ceiling erectly applied or GO-0 n owns. REACTIONS. (Iblsize) 1=A9/638.]�564N-55 M.UWgt 1 117(LC 4) Melt G.1=23)(LG 5),72W(LC 1) FORCES, Qb)-Max Comp.lAMx.Ten.-Allforces MO(lb)orlessmWt MiensWm. TOP CHORD S8=de53,1-2=-139/393,2-3=1�I393,3L=13&�3,45=0/1280 BOT CHORD 8-9-_39&139,7-8=12010 WEBS 4-]_]22/01-9=5]]/204,2-9-14=28.&7-22850,18=112]2.3-8=-nab NOTE& 1)Unbalanced floor Ill loads have oaten considered Iorthis design. 2)Protide mwnamicei connection(by often of Ines to bearing plane capable M Mlhsti mmng 117 go uplXt adjoint 1. 3)Load case(s)2.3,4,7,e,9,10 nasmave been modified Buldirg designer must wiles Iowa to verity Mattisy are coned forme Intended...of tfs.truss. 4)Recommend 2116 stralgbacks,on edge.spaced N 100-0 oc and f sterel to each area With 3-1 W(0.131'X 3')rails. StimWeecks to be aXedled to Walls at their War ends or remained!by otM1er means. 5)Gap belW Inside mtop Blom bearing are;first mergers!or mfliwl Web shall net exceed 0.500n. 6)CAUTION,Do not ereU 1.backwards. LOAD CASE(S) Standard 1)Des!a Floor Uva(baHnced):Lumoer Increase=1.00,Plate Irwresse=l 00 Uniform Loads(pit) van:&10--10,1-5=-103 GOnrellbeled Leads(lb) Ven 6=613 5=967 2)Deed Lumber Increase=l 00 Plate Incraase=l 00 Uniform Loads(pit) Ven:619=-10,1-5=-100 Concentraled Loads(lb) Ven:6—M75-5]9 3)ted Dead«Floor Llve(unbalanced):Lumber Increase=l.0q Plate Increase=1.00 Uniform Loads(pB) Veit 810=10,11-100,4-520 Concentrated Loader(Ib) Ven:6=3B]5=-579 Q res. yMIy4Wylp=mi5btn4BEADmnas PV)MBWaWGLWEO overs FE. .IA6E sal EFOXE �vw.—.'wmi ar Sat-_.IW deYgl6bxrcf oN4 upnl_le¢4 'a hl kdMtMl I 9 •■ e-aWnl .&rfae¢e lnd ceaac nett ver line udlrv'r nusgn--meter,mf ly Ir.4ane daar . a«nepol<eledpmwolr<nmaotlmuu�p m,a.enwlw<rommwmwa n�nln.wl. _ M.I�ro M(Tek >dway�egl�ed lw aktAhmdlo Wevenl cdlgive wXelxwAMe perwrd PiHry ant pq NY�bnode i ger N �x�- U c11nB Xw - 90 P r. Ecz 9Y4. labtolM alM0.re ntl.2ry wecM1MUptl ip ollnmcaaM lMsytemi reMN51/fell OuoaM nllwlo Dye 49oM 505 WM 9CamponaM � .F 5d51y1nIwTOkOn av3MePan i�RNeInPMe.RIe N.lee Speen 9dle JI2 IleN�tlki VRY1519 Job c . Tws T.Type Dly J160407 F07 Floor Ply 1 RrvOBide Hames Lot 121 ABGG-JB MM639 1 JODReKrence 016M0oodl Mamir9 Builtlilg 8upplles, Jeckaolxilla,FL 6.0105Apr202MVpF-eklntlusaiea laMLOD Xi 2315:06:392018Pa9e2 IoiwUUSCTUcnODgIKVr1210NVpF-hlA11W VbZfltlaggLeDXa%11130]vgR W2tt2GRykmM LOAD CASE(S) Slendard 4)2nd Dead♦Floor Llys(unbalancs0):Lumber Increase-0.00,Plate Increase--1.00 Uniform Loads(RID Ven:610=10,1-4-20,4-5=100 Concen abed Loads(lb) Ven:6-38]5 -579 7)lot dnase Dead.Floor Lyra(unbalanced):Lumbar Inorease=1.00,Plate Irwrease=1.00 Uniform Los&(pfl) Ven:E-1R-10,13-100,34-20,4-6-10D Cancemraied Loans Ob) Vast&-307 5=579 8)2nd diose Dead a Floor Uve(unbalanced): Lumber Increase=1.00,Plate Incmese=1.00 Unllorm Loads(MD Ven:610=-10,1-2-20,24=-100,4-5-20 Gonoaltra ocl Loads Ob) Vert:6-3875=-579 9)3rd these Deed Laos,increase=1.00,Plate Increase=1.00 Uni and Loads(qp Val:640=-10,1a—t W,3-4=-20,4-5=-1 W G armed Loads(lb) Van:6,--3875-579 10)41h chase Dead Lumber Inaease=1.00,Plae Increase=l A0 Uniform Loads(pit) Ven:8-00=-10,1-2-20,24-100,0.5=20 G ..nlrsled Loads(In Ven:6-38]5=-579 �WJNNMe VMrytlWyn pxxnxa dan,'a XKRNO - 1� ' ]aµ�Wdlo u.a auY rNtti MnaM xaesg 1MY Wn 1 _ ]m f �� Ikp r M�p� en�mcMem awe��mt wain ae8une Ivedry lrom{YX:�C11N 1� 9M1 1. x w 1tw. ' BI mmem+6� aarowarrneaarowW+�leuwNamarrue weh v n 1 - m _ ..m 1 u lo MIT@k' bW/a¢�egiedMckdllyadbplewnl dlgVe Y.11oFurtn✓J FIuV vWiay Fxy�re louti"J7-k +n' amn IRh Batllyntlp�e(ycnoiu sMetMNfl/In10W600<V Ba EnaXtl easMngMloWolookwTAPod& tl218N. mAle312,HmmVAY2314 . _-- - Tenp ,FL 93610 Job Thuea Tnda Type Oy Ply HNNNm Hames-Lot 121 ABCC-JB IX 346W J1eO1W FCS Floor Girder I1 Job016MT& o anal Melmilg BMMilp eupgim, JecksohMlle,FL 3.010sADr 20201sMRek NFjdlB a111c. Twp4Vg35:PwRiHb13Page1 ID:IwUU,CTIkrADghMVrl210NVpF-ANFItlI B021RI51Xhpp4VggIMYRPwRIHOCcoWkxR 1-30 33 son.=1]35 m8= ase 11 M= Sea 11 06= M it 2 3 13 4 5 a 12 11 t0 0 3 ad 1.W6 II 66q II w II ass= 3 ]3B LOADDIG(psq SPACING- 2-06 CSI. DEFL th poo) bdeti IA! PLATES DRIP TCLL 40.0 Plate into DOL 100 TC 0.15 Ved(LL) -0.0110 �M 480 W20 244/190 TOOL 10.0 Lumber DOL 1.00 BC 0.31 Ven(TL) -D.G2 10 sM " BCLL 0.0 Rep Shins lrlcr NO WB 0.25 H.(]U 0.01 ] Ne has BCOL 5.0 Cade FBC20T4TPDW7 Malrx-SH WMgM:57Ib FT=20%F,11%E LUMBER- BRACING TOPCHORO 2WSPNo.2(flat) TOP CHORD Sthrduml xvotl sheaOW directlya,pfecl or 5-0b as purlins, ROT CHORD 2x4 SP No.2(flxt) except e/M venbds, WEBS 2x4 SP Na2dhs) BOT CHORD Rigid odfrg directly ap,I,W or 10-0b no Macs,. REACTIONS. (Ib§I2e) 12�1IMedre/dca1,]=]35b36 FORCES. (Ib)-Max CompR4ao,Ten.-Alliomea 250(N)or lase adept when shown. TOP CHORD 142=654b,t-2-3440,23=68510,34=-10960,6-5=-109fV0 BOT CHORD 10.11 /1023,9-10 /1023,38=M%,)6�])3& WEBS 1-11=0N01,2-11-2fi8I54,311=45W0,44-3250,54N415,S]=-102bb NOTES- 1)Unbalanced floor Ilve loads have been considered for this design. 2)Refer to glder(s)far three to Huse connection. 3)Recommend 2W strain ks,on etlga,spaced at IOtr0 oc and hastened to each than,with 3-100(0.131'x 3')reds. SVorgbacke to be allaclretl to walla at Nair outer ends Or restrained by other means. 4)Hargx(s)or other mnredbn device(s)shall W pmVlded sufficient to support concentrated Iosd(s)137 Ib doom and 217 Ib up at 1-10.4ontopolord. ThedesigWseledionolauchconncontl AN (s)Istheresponslbl111yoldl m, LOAD CASE(S) Standard! 1)Dead+Floor Uve(balanced):Lumber Increase-1,00.Plate fine ase=100 Uniform Loam(pit) Van:]42=-10,16-100 Corcenhated Loam gb) Vert:2-13]5=-243 13-243 Q WIPHXIG-VxIry OeYynpalvnwwm4aE10 N0/Ee IXI1109 ANO NLLIIOEe MIEN3EFEMXCE PIOEII6)/Am.IMLLM/b BEfOI1EV5E 1Wp Ixi xm eMY whin MIIeMlOconrecba.Rbelx4matvetl M4 Wcn Damrelm TomV aAk Iwm MMdM dANYhp cdnlbneni.hwt dInuiyyl¢m Be(w¢hep.ttp dld�V( Cf mu9xeMIM4CLCWMoltleann pRmxlxrschel aoPMYMcomeraM II'ENYFn InM the wxian wgdpaa. a«ne MJknlwlNmpevunl acNnNprlh�etntpplmxiwpoaalp.cwnmxp,nxawuv.ANaa.a lemPchw�Mr-pm+.�eml.«:rtw Mi ek' •axgxheWxo hn wdMab to wevenl coMmce wnn w.Y x ceeuw nury ahul poOeM oonwe. Iwgenaa gadace,e{pi3q me KM^ Ibn WWe.tl&1wxY aA:IbnaMt 19 pl 1neusad MmwdwneaeAlL9/RII4WAI�QMWOfGe.aW aCOlwlawPeuTea.n1 T, * I RL setG ]WIYeMhxbh aMttle ran IhuhMle 1.M N.lex Slhcel,axk,11,Ne[a�9.lu VRZ1]I0. ^W Job 1 Trues Trans Tyra Oy Pty Nverdde Homes-Lot 121 ABCG-JB 8334641 J16040] FOB Floor 1 1 Job 16 M,Tce IooBonell Memvlg Buging Syryli66, JaCIBOmiIIe,FL 8.010a D"Vr1iowvp . Fjdl s. R1 TWA1p 2315:08:40n16HbC Page l IO:iwUUaGTUpMIDgMV11210sOVpF�NVF)tl1 BOBRl51J(M2p4VgboDXxP�yg�lH9bCco WNwuj t30 Y68 Y7 3Oq 1:13] 0v1= y3= = 2 a b= 4 tt tw= = 3F = 10 B B ] 8 Iss, II Ism II 3G1 II S = ]5e ]3-0 Plate Ofleels pLY}- 1110-1800-121 LOADING rfo) SPACING- 2-0-0 CSI. OEFL in (roc) Vddl LAI PLATES GRIP TCLL 40.0 PIBIe Grip DOL 1.00 TC 0.4) Vdt(LL) -0.03 8-9 X999 180 W20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vad(TL) 0M 8-9 x999 360 BCUL 0.0 Rep SOeas!nor YES WB 0.10 Horz(TL) 0.00 5 Na Na BCDL 5.0 Cada FBCMI1 PII Mdrx-SH Weight:451E FT=20%F,11%E LUMBER- BRACING- TOPCHORD 2x4SPNo.2ha1) TOPCHORD Structured wood atleeWrg directly applied or 6O0 oc pudlre, BOT CHORD 2x4 SP No.2QIa1) arced!and learea le. WEBS 20 SP 1,10.2(flet) BOT CHORD Rigol cdling directly applied or 10,3-0 ca bracblg. REACTIONS. pbRiza) 10=387(Maandricd,5=381)3-8 FORCES. pb)-Max.GomplMax.Ten.-Nifm 2W(th)orlaese=Wtwhanshown. TOPCHORD 1-10=-381),4-5=-375),2-3=454/0 BOTCHORD 8-9=0 !x1,]-8=(V 5 .6-]=0/454 WEBS 1-?-0959,2-9=831),4(1 38=32SV 1101E 1)Unbdanced floor live loads nave been considered for this design. 2)Rader to 9irca l(s)for floss to truss connections. 3)Recommend 2x8 stnmgbacks,on edge,spaced at 10-0-0 ac and fastened to each truss wllh 31 Od(0.131'X 3')raids. Strorgbaaks to be attached to walls d their outer ends or restrained by other means. 4)CAUTION,Do had areal truss baakwaMs. Q WMNNa-Yxlly 4plen pvxnd BFI.Ne1E5oadsssav NCLWFO.aEfERINCEMoa MP)IAm.IORVMIaaEFOFE. dald�WMra�weywBl,AYleN wmrecb,i lMaexrylkFx>sPtl wYV a{qn pnanxrarz Lvwn.omaklwmkxaWJwI LJtlMpmmpa¢nl.ret I ..ne,nrmavNan.4vlwea¢.ruts buYUrq WLLJra:m�mvMrvrMq,,AtJCIINortle5pgvyamelekaM ecarly M1TM[*��wr^mkNnFlo rMa avatar died.dana kolr9kb PewmrhwUk9 enMlutlWlmaveDaMlw tlmeml>eRexYy. Bd�faodlara- md,wmuranlM Md Mire k' awlay.raWeatornx4m�.l la rve•eracwamewm{.,.BEaew�+rd ke.vwan-,r>dnr s.., e. r.+eeM1erd eddake�wararw lm p1yICNMiWq,'e,hiNery,erecM1n m[I Ma irq of lnwrs m:IM1imsVsleM1e,mWHSr/dl0uowy GlW,aLd9 agYQl avlJrq CanponwA 6Pof ante EN BMtl. XMykbmryar avWde M1wn lrimlWle lnsllluM llBNLee51rae1911a 31 R.NeAW1M,V/.RR311. Terry4 FL 3M10 rJob ' Tmas Tmss mi TYDs City Ply %vade HoursLot121 ABCC-JB 93382 J180907 F10 Floor GiMW 1 1 Job Reference o fional Malmirg BYAEIIp BYDPIIa& JBCkEOrNiI16,FL 3.010sApr 2021K,aUV,ek Industries,Im.Tdo2plWWTue And 2M):S(AyfF,9 Pagel ID:MUUeCTUcn9Dn4Vd21070VDF-erTdv2pBM11VFtlffeT2JINgZBjR6GBM'Fy9KKyk W I 1.3-0 Ototz 1680.1 240 F90� son. 132.4 TXM28 rate= 6411 36= EaB= 4x7 II TXM26 A8= ®8= 1 2 3 4 5 B 23 24 T B a 10 11 p 4 19 a 19 to n is 1s 14 1z SxB 11 me= 8W= sal 4x7 ;I Bhe II &6= u. 390 ;A R IIbl3 182J g L.0 ;B1 1089 3-ld %ate OtlseW Y 2tr30E o9.Od0O0.0 100 9OE 14.43-0EO 21:03-0E LOADING(pat) SPACING- 2-0-0 CSI. DER. In Qac) Weil tW PLATES GRIP TCLL 40.0 Plate Gnp DOL 1.00 TO 0.85 VeMLL) -0.1315-16 s999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vat(IFL) -0.2115-16 0618 330 BOLL 0.0 FIND Sirens lror NO WE 0.87 HOrz(TL) 401 13 We We BCDL 5.0 Case F802014 Pf Matrix-SH WdgM:lMlb FT=20%F,11%E LUMBER- BRACING- TOPCHORD 2x4SPN0AO(Bat) TOP CHORD SWclud yodel sheathing directly applied or 6OO ro purlins, BOTCHORD 2x4 SP No201aU exwpted vlMkels. WEBS 20 SP No.201al BOT CHORD Rigid tatting direcllyapplied or"-09c b2dng. REACTIONS. (ft i2e) 22=X33l012,28305353-10-12.28305853l0.12,21-WM1012,1340270" Max Uplift 22=-754(LC e),2L-746(LC 6) Men Gay 283056(LC 3),20-�(LC 1),13=3028(LC 4) FORCES. (ID)-Max.ComplMsx.Ten.-All forces 260(lb)or lase except when shown. TOP CHORD t-2247783,11-12=0881,1-2 195,2-3_-013195,3,10421 11,4-5=0/498.5E=1095s0, 67-166840,7-8=.87&122,8-8=372/122,910-372/122,10-11=41353 BOT CHORD 2021-212110,19-28J1990,10-19-101900,l7-18-=QcL8B.16-1 7-=011 M. 15-1 s4/1 384,14-15-12Mn.1 3-1 X1 35&0 WEBS 320-12130,10.13=138110,1-21=-114110,2-21=02026,2-20-19890,10.14=02375, 914=-1 011b 18101564,4-19-15540,4l0 1210.5-18=-11460,5-17=0919, 6-17=-951M.7-16=014,13,7-1 5-22=0,11-13-234710,&1 i-0/1469 NOTES 1)Unbalanced floor Ilse loads have been considered for tris design. 2)All plates are 3k8 W20 unless otherwise included. 3)Provide mechanical connection(by others)of trues to bearing(Nate capable d yubstanding 7641b uplift at joint 22 and 745 W uplift at jolnl 21. 4)Lad caee(s)1.2,3.4.5.6.7,8,9,10,11,12,13,14 hisecti been modified.Building designer must rayless loads to Vent,that May are conect for the Intended use d this trues. 5)Reaxnmed 918 stmNi acks,on edge,spacd at 1000 .ad Widenetl to earn rasa with 310d(0.131'X 3-)flails. SVapbacks to W attached to walls at their outer ends or resiraftld by other means. 6)CAUTION,Do not Bred imss backwards. 7)Use Simpson Strong-Tie THA426(0160 GIMeb 6160 T.)or equivalent spaced at 69-e ac max.stalling at 11-11-0 from the left and to 12-5-8 to conned truss(es)to back face of toll ch0h1 8)Fill all nail holes where hsngsr Is In contact With lumber. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are Load as Vont(F)or back(B). LOAD CASES) St urs and 1)Dead.Floor Uve(balanced):Lumber Increase=1.00,Prete limmaee=1.00 Unit..Loads(IMI) Ven:12-22=-10,1-11=-100 Concentrated Loads(lb) Ven:12-843 11-957 23-287(8)24-561(8) Q WIMOtl Ywl/Y4wwnpvwhMwxMafJAXOaMAY7XS 4100 NI¢LVOED MI1ExaEFEadMCE IdaEWtr)Ill,rv.Ia0.YR01aealc VSE ppq,vJtl Ml ue aA'vmMl&t0 caluleckrt.RY tKWR,a[rvxee)onlY Wal f+"IlaTelors Hawn.mlNlorm WNkAeL WYJlrecm{wnel,t rot rMmayaMn Behre�.Me WXiytlabh¢I mLal vehlNllw aFSkRilry of dWTtxuln,elersa'd aasRYk,car�'aM at CetlT Info IM ou¢rcl hgytl rahy aWgYdcaMdblulrevem WClar9orY Pen— l"onadhoMmaruse,L. ,usc,o Hance reeMPhm�leMMa Lp k• t Wcaft-c41en .us"e YuhdbpewM W4%a Mlb eaalmlrJ E'Jryagp%m1Y W00.]e,ld9awlalPAtahcerelaQgRte KvtalMLelaMa.tlP1VMY.ereawnalebmc519dehw�VgInE3MfaeLL'.eyWN/MI GIWkIY CIXMa.AA-09aq RCL RrWJIgCaIPahMY 6401 FNM Etl Mtl. NdMY11MnA0l,anMAehan 1ni FbMMlde.RIe N.1�Sllee1.916 J12 PbMYlM Vh RRd11. Tehrys.FL 10]510 JOD Truss True Type DoltPly Riversida Harass-Lot 121 NBCC-JB 93 8 2 J180407 IF10 Floor GlMer 1 1 Jo00l6Minae(oo9onell Menninp 2Yiltlinp SYppllea, JecMeonWlle,FL 6 nODRpr202 VpFM 2i?W3Rxe.lm. TYe H 2315:08:422018 Papel 10:ivUUSC7IUcnO0gMV4210zOVpF521?BJ3Rap?BXPSvgM4HBWnJb3p4R IwhlamyMuh LOAD CABEpg Standard 2)Dead Lumber Increase=l 00,Plate Increase=1.00 Uniform Loans(pit) Vert:12-22=10,141=-100 Concenlmted Loads(lo) Ven:12=84311=%723=28](B)24=5(51(8) 3)1st Dead+Poor Lim(unbalance0):Lumber Increase-1.00,Plate Increase=-100 Unllorm Loads(pip Ven:12-22_10,1-10=-100,1611=-20 Concentrated Loads p0) Ver[12-64311=98723=-237(9)24=581(0) 4)2nd Dead+Floor Live(unbalanced]):Lumber Increass1.00,Plate Increase=t.o0 Uniform Loans(pit) Ven:12-22=10,1-3=-20,311=-100 Concentrated Loads pig Vert:12=84311-967 23=-287(0)24-Ml(B) 5)3rd Dead+Poor Live porno enced):Lumber Increase=1.00,Plate Increase=l.OD Uniform Loads(pig Van:12.22=.10,1.f>=-1 W,3-10=-20,10-11-180 Con.t,.ted Loads plot Van:12-34311-967 23-387(8)24-641(0) 6)611a Dean+Floor Live(unbalanced):Lunber&traces=1.00,Plate Increase=1.00 Unit..Loads(pit) Ven:12-22=10,1-3=-A.31 O=-100.10-11=-20 Concentrated Loads(ID) Van:12=84311=96723=287(8)24-561(B) 7)511-uMalanoed Dead:Lumber Increase=1.00,Rate Increase=1.00 Uniform Loads(pill Van:12-22-10,1-10=-1DD,10-11=-20 Concentrated Loads(lb) Van:12=94311-98723=-267(8)24-561(8) 3)BN unbslanced Dead Lunbar Increase=1.00,Plate Increaee=1.00 Unlbrrn Loads(pit) Vert 12-22=10,1-3=20,311=-100 Concentrated]Loads(ID) Ven:12=84311=%7 23=287(8)24-551(8) 9)718 un amposiU DeaO:Lumber Increase=1.00.Plate Increase=l 00 Unit..Loads(pig Ven:12-22_10.1�Ind,3-10=20,10-11=100 Conosntrsmd Loads(Ib) Ven 12=-84311-98723=-38](B)24-841(8) 10)Rh unbalanced Dead Lumber Intte m=-1.00,Plate Increase=1.00 UMlorm Loads(p6) Ven:12-22-_-10,1;1=-20,3-10=100,10-11=-20 Conoornatted Loads(lb) Van:12=-1]4311=&8723=-287(B)24=581(0) 11)1st chase Dead+Floor Lire(unbalanced]):Lvnbar Increase=100,Plabe Increase=l.DD Uniform Loads(pit) Vert:12-22-10,1-9-100,9-1 C-20,I 0-I I=-I DO Concentrated Loans(Ib) Ven:12-Mil=-913723-287(8)24=-581(8) 12)2nd chase Dead+Poor Live(unbalanced):Lumber Irwleese=1.00,Plate Inc emaP1.00 Uniform Loads(pit) Ven:12-22=10,1-3=100.38-20,610-1 W.1011=-20 Concemrated Loans(Ib) Ven:12=84311=-967 23=367(8)24=84l(B) 13)3rd chase Dead Lumber Increase=l.0o,Plate Increase=100 Unllorm Loads(pit) Vert 12-22-10,1-9-100,91 C-20,10-11=-100 Concentrated Loans(lb) Veit.12=84311=-96723=287(B)2L--581(B) 14)4th cease Dead:Lu ni er Ixrease=1.00,Plate lncreas8=1.OD Unitonn Loads(pit) Ven:12-22-t0,1-3-100,36--20,8-10-1 W.10-11=20 Concentrated Loads p0) Ven:12=84311-96723-387(16)2 --fpl (8) QWMMp-YwYy Carpo pu=ns^van4flFJDNOIES aNMMIY NCtY0E0 Yl]ENNEFEMNCEYIGE MP]IYFrev.100.W1aaEFPYEYeE. �' �rYW0larw MY'^mr,MauX9emrecbrs.Rad�re[maS MYnr^"+^WT�Iers Nauna✓J I51wmIMhkNpI WWNrp cwnFwmnl.,wl IIldkr, aehreuo.tte laMNV dabarrnW Ve4Wea4Cb�4MMdaW�Lnanelmaq orxdYFcwOware lMOn4rinblla oeerzl eggeeea,.IEUY9MFn1a0CbPaKnidrCNtdWMMMMxeCatl/nclnOnrxntMicfM.MkK'M 1arMaW aNPmmnni baGV M4Tek edx[MreafeUKKNMJMPMbPavaniccEQNev.W�Wrrs4e DalCY,rI Y4SYPdP�rW drm�e. rwP dPbW�ae NOPrAOM yplcpNy\d.^Wa,d¢Iaery.gaCbn UggIXap ollnmaaMMvrytldra%BVoV91 4deh eNrN�Wn plUage trcm 4ia Fble btlllule.Rte N.W G wq ONtl Yq N'BWggCMpPan1 Pne1.N4 SWL 9Ma11.NmupV/.1s -rya.FL—10 . Job . Tmu T11m Type Ory Ply Rlvelsitle HOMs..Lot 121 ABCC-JB T933C643 J160407 OrI Floor ] 1 Job Reference bWiorell Ma ul Btaidtrg Suporm Jacksalville,FL 8.010s Apr 202016 MITek Ind..Mea,Inc. T.Aug 2315:06:422016 Perot IO:1aUUsC71UonOD,.VrI2l0a0VpF 62118Jr)Rg?9XPSwpM4HQ.IAvd09_kohn."Inaum 20'0 H 1-1712 I SAa.:39•=1' U7= 154 II ISM II w= h]= 86= 1 2 3 4 5 6 ] e 9 10 t l$ 19 18 11 18 16 14 IZ:SZA11 Y4= 4M= 5u= 68= 9312 1421 01d IdL %e1e Offsets(XYF- It Etl9e 0- E 9'030Etlg¢I LOADING(par) SPACING- 2-0-0 CSI. DEFL In (I.) Vde9 Lb PLATES GRIP TOLL 40.0 Plate Grip OOL 1.00 TO 0.83 Verl(LL) -0.24 15-18 x912 400 MTW 244/190 TOOL 10.0 Lumber DOL 1.00 BC 0.95 VM(TL) -027 15-18 �1 3110 BOLL 0.0 Rep Stress laor NO WB 0.3] Horz(TL) 0.04 12 Na Na SCOL 5.0 Cade FBC2014?PI2W] MNdXSH Weight:111 ib FT=20%F,11%E LUMBER- BRACING- TOPCHORD 2X4SPNo.201at) TOPCHORD St=tumlwoods Mhgdir flyaWMor60-0ocpudire, BOTCHORD WSPNo.2Q1at) except end ventcals. WEBS 2X4 SP NO2glag BOT CHORD Rigid caging dlrec9yapplled or 60-0¢butdng. REACTIONS. (IWelze) 20=1080/0+12,12=334]/0.58 area G.20=1062(LC 3),12=339(LC 1) FORCES 0b)-Maas.Comp.IMac.Ten.-All tortes 2500b)orleae exceptwhenshown. TOPCHORD 1-20=-105N0,10.11�/335,1-2=88rW0,28-184110,3-0-2229AJ,4-5=-222G0, 5-8-222M,E-0=1]4]/19,T-8=85]IS]1,8-9=0/1082.9-10�l388 BOT CHORD 18-19=0/128],17-1&_-0119811,111-172229,1&16-4220W,14-15_3 1403, 1314=809292,12-13=-138810 WEBS 912-1200A.1-18=Q11029,2-19-95600,2-1"W2.315 54&0,3-1]=-10]/551, 4-17 2,913=0/1289,8-13-1231/0,0-14d0B99,7-14=8710,7-15S154, 6-15=4960,6-16= 828,5-18=-28110,10-12-255N0 NOTES- 1)Unbalanced floor live loads have been conedaretl for this deaw, 2)All plates are SIG W20 unless o0lenwlse Indlcate0. 3)Losal metal 1,2.3.4,5.6.7.8,9,10 hawTave been MOWI tl.Building Eesgner must retgew bads to terry Mel Nay ere correct for Me Intended Use W MIS tinea. 4)Recom.l d816stmrgbacks.onedge,spacedet10.0-0mandfaaelletltoeach IMWwall3104(0.131'X3')r is. Strongbacks to be atucleW to walla I Heir outer end¢or restrelnea"her means. 5)CAUTION,Do not area hose backwards. LOAD CASE(S) Standstill 1)Dead+Floor Urw(belanceal Lumber Increase=1.00,Plate Irlcrease=l.W Unilarm Loads(pig Ven:11-20=10,140=4 W Concentrated Loads(Ib) Ved:11=3461=-18]10=1]/! 2)Deed Lumber Increase=l W,Mal.Increase=1.00 Uniform Loads(pit) Vert:11-20-10.1-10=-100 Concentrated Loads(ib) Ven:11-30 1=187 10=-TM 3)tat Dead+Floor Use(unbesnosair Wmber Increase=1.00,Mate Irwrease=100 Uniform Loetls(,f) Ven:11-20-1°,1-9=-100,9-10=-20 Q"BHNG.Vnwy4wlgnpvwnrar..MMAg XOIE9 Pt 11NYIU wCLWEY IMENaEEEPAHCf YA0E1F]41l m.lOR?IISaEFOPEYSE. �`W WMIw uce env Ml le n.knot.,.Res artlprib.Ee.]aYYuMnnnminlers 9wvm,oMkla on .11,cwnrymnL ml aInwiRlem.wlae us,IM dYhyOeY}n mW wAN lM glwe'rEMIN Itle=k/1P'ranelwaW ggalvFwmu'MrnSardynlnlo tlnoverdl eugmq,. waae2.2caeaaronrer�Hlw.areol2awmmwwmaalwomramerrmHOHy eenvereml>or..v�wYcerrYr.rer,ln«1rro MiTek' kIXwa(.repFeO braIKMV Vi[Ibga:a9cdlgn.MMgaYle PerwMYalYad pcl>arNr9xnree. fa�nadgWmce reparFq inn 1Wlunewee �.arAay.aecnm FkArr Mw 188. starafSon,31 Asa VAM14. 0.Yd9m]aCA wXPrNComWn.nr *wv.I aF toM. EyNy Ir/pmeflon auydllelldri loin Pale Ma20e.219 N.lee Aleel.S1I16312.Nsvav'EMy VTY1314. ^W Job Truss Taws Type DAY Ply Noise&Homes-Lot 121 ABCC JB JIG.; Ftl Floor ) 1 Jab Reference(.,te,rIag T9339643 Menrvtq Bddinp Supplies, Jed¢omilla,FL 0.0ODgMV2lD0VMITeal8Jeame9. PS W H 2315:08:422018 Pepe2 ID:M1MIUSC]IUmODgMVn210zOVPFE21'laJ3Rxg9B%PSwpM4HBwxrcDlMW Mpsrm'krM LOAD CASE(S) Standard Cmlcenbaied Loans(lb) Veli:11-3161-18)10-1 M 4)2nd Load♦Floor Lim(unbaiarmad):Lumbar Increem=-1.00,Nate Increase=t 00 Unllorm Loads(pig VOW.11-20=10,1-f--20,9-18-100 Concentrated Loads pb) Ve211=3961-16]10-1m 5)3d wbalanctd Dead Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Ven:11-20-10,1-9=-100,410=20 Concenbaled Loads(Ib) Ven:11=416U-18710=1M 6)4N unbeianced Deed Lumber Increase=1.00,Plata Incleess=1.00 Uniform Loads(pit) Vert 11-20-10.1-9=-20.x10=1 W Concentrated Leads Ob) Volt 11=3181=-18)10-1M ])1st Mase Dead a Floor Lim(unbalanced):Lumber Irbrease=1.00,Plate Increase=1.00 Unllorm Loads(pit) Ven:11-W-10,1-5-100,59-20,P1R-100 Concentrated Loads Ob) Van:11—MB 1=-10)10=-1A] 8)2nd Mese Dead«Floor Use(uMalmutc):Lumber Increase=-1,00.Nate Ncraase=100 Uniform Loads(pit) Vert 11- 10,1J=20,a9=100,&10=-20 Gaboncaled Loads(Ib) Ven:11-3961-18]10-1n) 9)3rd chase Dead:Lumber Increase-1.00,Plate Increase-1.00 Uniform Loath(pit) Van:11-20-10,1-5--100,59=-20,9-10=-100 Concentrated Loads Ob) Ven:11-3461-18)10=-1)T) 10)4111 clwae Dead:Lvnber Increase-_t W,Plate Increase=100 UMlmm loads(pll) Van:11-20=10,1-4-20,4-9=-1 W,9-10=-20 Concentrated!Loads(lb) Ven:11461-18710-1T)] FL.0x1410 AW4eaWaVMIy4Mpn pvmm.In.mtlflFAeNOIE5 eN M9INe WCLYOEOY'IEa aFIFPIXCf IAOEYJOJ m.IOOLNI4 BElOIIFVY cea�Wltl IwueeaYY�91n 1N IUXFionrccnrrs.IN[tlef�,aLved MY Wwr W mwlasNNiuulklwm MM]1 dYMp caa�riant rot n,gxyY6m eelwe ree.11¢IVIdr9�4ree mW♦aW IM¢W'rtllNdde4lr Warielenad PaFerIYIGwMele RYde�lib 1160YertY dggderb{..E¢Ip IMCNetl6bpewnid l%gdYvyhMwJMxeCaW/atlrrO menRaawiy.M]MYY bnyMW TyrXmlannl da^Jr41 e 6dxaY+rW4edMpQillYaMbPerenlcrl4 v.�W�.L a�"1YYYagrr9+Mrbn�. ra4 alPbvrce repoWM 1 Po,b adtvcn ea�,a,xnem.erxaiardl>,«soaln.�mems.w.nw.aauptmt arm�an.lawsarmb osaad.rrwr.m 4wYraMmmrawwanam Iris Mbnmala.zla H.ueslmeLawalz.aaraimuvA a231a. r.im.. JCLThuec There TWO Oly, plyr9verade Homes-Lot 121 ABCC JB 93 8N J18040] TF12oe Floor SuppMed Gable 1 1 JM Reference o 4onal Memilq BUWilq Sulpliea, JecbOm1116,FL 8.iODgMV]2l=VpF aEbOL uizWg Irm. Tue iBSCA?5:08:43 GPC,ga 1 ID:MUUeGTUc1ODgMVr1210xOVpFaE00L133iza08Z18N3bW ieSCAperckeezYRGPCYkwu9 6-1. 1,14.4 1 2 3 4 5 a 73KJ II 15 � I 14 13 12 11 10 9 8 SO= 10 II PSO ]SO Rate Offsets()(,Y)-- H:Edg,O-O 121115,01-80-0-121 LOADING((half SPACING- 2-0-0 CSI. DEFL. N go.) gdett Ud PLATES GRIP TOLL 40.0 Rete Grip DOL 1.00 TC Don Verl(LL) rUe - Are SSS W20 244/190 TOOL 10.0 Lumber DOL 1.00 BC 001 Vert(TIL) Ne - eve SSS SCI-1- 0.0 Rep Stress lna YES WB 002 Ho¢QL) 0.00 8 em We BCDL 5.0 Cade FBOMI,OTP1200T Metrix-SH Weight:4211, FT=20%F,11%E LUMBER- BRACING- TOPCHORO 2x4 SP No.201d) TOP CHORD Structural eased Shamming directly applied m660 oc purlins, BOT CHORD 2x4 SP No.201at) exCepl and yenimila WEBS 2x4 SP No.201urh BOT CHORD Rigid telling directly applied or 10-0-0 op bracing. OTHERS 20 SP No.201ah REACMOW All dealings 7-&0. gb)- UAG= All reactions2501b or less st Ia1nt(s)14,8,13,12,11,10,S FORCES. db)-Max.CompNI Ten.-Nllohces 250(Ib)or less except when shown. NOTES 1)All Andel,are 1.5M MT20 ur lass omelwlas indlcated. 2)Gable requires wralnucus butlom chord bearing. 3)Truss to be Iuiy,sheathed from one(ace or securely 1,leced Against lateral movement(I.e.diagonal eari 4)GBMe Studs spaced at 14-0 0, 5)Recommend 2x6 drongbacks,on edge,spaced d 100-0 oc and ordered to Sack truss w11h 310,1(0.131 )(3')nails. SVorgbacks to be atllchO to wees at their outer ands w mandned by Other means. 81 CAUTON,Do not Bred these bsMwam, �WIaMWaYWIy C.Jpnpixn.ImeMNFRn N024 g1I10INO NCLWEO tlIER aFFEARNCE P4GE4M]M m.m9YNI5 eEfOPE7 W9g1 W1a 1«ma wJr'^1m MI1M9conrmma.ntdef¢I tCmiO^1Ya{W1 Waneiorsarown,aM lstatlm FNNNmI[ulaRgcompNwm nm nLMstylenaefae—me[uYdmOOeepurs meal wlN a�ogpinWllyddetlP�paanaleaaq w`ugnale MOsiVnnlolMouaal w.aNd.x�a.ummsndk=klop..ana 4l,-L anuwLa msweoane]«aara mwaoa.«uv eeax�llw "orrocern nH., Ilk Lawn.�araaadla wphlNaafoaavamoaga.silo pooa.pal�a nk.va,dwwaavdaaa9A. r« 6904 seencub\Fbglo,tleltuery.axa-TA ral Sr. el,.Imcwe4XL/ro 1A UI.da.p5ad9 agaCM MOiq CC11p01W ---. ke EW BMtl. seen,al M1an Lea MenslllWe.21aN.LNaaN1.5JIe 31 R.NeFadM VPRR311. --I ierrya FL 3. Job Trues Truro Type Ory f4y RNe9i0e Homes Lot 121 ABX JB IX365 J16000] F13 Flom 6 1 Job(i16 M Tae o industries, roh Mwrdrg Builtlirg Supgiee, JmImaYMlla,FL 801 cnODSApr20zGVpF-aEbOLu3lries Z16NUe Aq 23 Yrau ID:IwUU6G]IUCnODgMVtl210zOVpF-eEbOLf33iIDOBZ16N3bWiBS_31OFCH3iYRGPL)lrwug 130 200 i i 1-0-4 3cwe.110.9 s0= 3L= IBM II 1 II Ta= 3311 1sel 2 3 4 5 6 ] 2 10 'W A4= 3[1= 3q= 30 36= 1204 1204 PIMe 011sett(XVI- 19:01-3Edgel LOADING(psi) SPACING- 200 M. DEFL in 0.) load LM PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.A10-11 x823 480 War 24M190 TCDL 10.0 Wmber DOL 1.00 Sc 0.93 Vetl(TL) -0.2510-11 aM 360 BCLL 0.0 Rep Share lncr VES WB 0.22 14abdTL) 002 8 We we BOLL 5.0 Cotle FBC2014RP12007 Metrix-SH Weight:6915 FT=20%F,11%E LUMBER- BRACING- TOPCHORD 2x4SPNo20IM TOPCHORD StnwOtrel abo0 sheatlllrg already applied, except end vedlmis. BOTCHORD 2x4 SP No.2glat) BOTCHORD Rigid ceJUN Greatly applied or 104)-0oc bracing, Except: WEBS 21,4 SP No.2g1at) 2-2-0 oc braa rg:10-11. REACTIONS. Qb/slze) 13--64]/0512,8-b4M38 FORCES. Qb)-MU Comp./Msx.Ten.-All tomes 250(Ib)oriess exceash nshown. TOP CHORD 1-13=A3JN,1-2=4]4N,2-3=1 W6q,30.-111>/0,4-5=-111]N,5E=111]N BOTCHORD 11-129 ,10.11 9/1 2 2 5,9-109/111],69=W518 WEBS 1-12dV113,2-12=5]9N,2-11=Cy306,3-10=-25&128,59�84N,6 -]ISN,6-99/l83 NOTES- 1)Unbala0cea flow dve loads have been mnslaered for this deep. 2)Recommend 2x8 s0onglawks,on edge,spaced at 100-0 oc and fastened to elan 0uss wdh 3100(0.131 X 3')della Strmgbacks to be ade mel to walls at their cater ends w rea ialned by other means. QwIMIWe-reary awn pvM,efertaW PEA9NwE5 CN1ge AN9 NCLY0Ep MIENXEFEMNCF/IPEIw)nJ m.IW A/e aFfOIIEYBE. ' �i Wpla�mwYY'uIT FXIeM9corc,ecMS.IMtle=lpn k�tl oNY Wcrr Wrurelorstlwwrtadklwm MM1Mu1 Wtlarp cwnForenl.ror kimiysl«11.�!«e ue.lke dldy tle33rgi miKlvaMIM41fAMMIN of rinslpr pww,ele¢atl q�N+edYhcwpaab XYs[IefDnlnbllu ovwall W�grl'�n.esn9eal`alxlkbgew+nl MicarooNMM]WlnecwebudRx ck«amemCai«YY_ oenedo bmp«ayar ceo mo wkxa`IMI MiTek' kdwoyregwed lw eat,' ogevenlcolq wnn po¢de 'r-1 m¢KIVIVII dvnoax. r«gad«a pudica rep«awme Wv4wlbn slwoae.OaMery«eclbnaM Mac9g ollnmvwW ku¢.rytlemS suer�V1]I/RII K31WMba Conpmenl eBW Palle Een SNE. }yelY MamtllyraWetxe kwn Lim Fble lmMNe.41eNLee Skeen.5Jkd12 Na[m]0o.Vh24310. ienpv,iL 3%10 Job . T1us Tmm Type Oly Ply Riverside Hanes-Lot 121 ABCC-JB T933C6C6 J16040] F14 Floor GIrdW 1 1 Job Relarence(Optional MyxNng BUAdng Supplies. JecbOmllk,FL 8010 s Apr 202016 MiTek Industries,Im. Tae Aug 231506:442016 Pagel ID:1WUUSC]IUcnODgMVr121=VpF-209m ?45THGtmiWl IEL?F4Pmk .HCCAp4of 30 164 SUN-1:19.9 89= 86= 3S II A® It ®6 11 3811 1 2 S 4 s S 10 98 312 M195H5= 4M= 39= ads m= 4.10= 12-01 12-01 Plate Chase(XY)- 11:Enke O-3011]:Edge01EI LOADING (psi) SPACING 2-00 C9. DEBL Is 00c) Udep lb PRATES GRIP TCLL 40.0 Plate Grp OOL 1.00 TC 0.0 Vent -005 8 >559 4B0 MRO 244A90 TCDL 100 Lumber DOL 1.OD BC 0.86 VeN(TL) -0.1] 410 >850 360 M18SHS 244A90 BCLL 0.0 Rep En aasahcr NO WB 0.74 Hort(TL) 0.06 ] Na nro BCDL 50 Code FGC2014/1`Pl2007 s4Mdx-SH Weight:eeIt, FT=20%F,11%E LUMBER- EIRACING- TOP CHORD 2x4SPNo.2(IIM) TOPCHORD StruMurM dstle MiNdlrecllyapplledor6 Ompudlw, BOT CHORD 2x4 SP NoAD(Ilat) assal and verticals. WEBS 2x4 SP No.201M) BOT CHORD Rigid ceiling directly Applled or l0-0-0M braclrg. REACTIONS. OWsiie) 12=2312/04-12,7=2342/0.38 FORCES. gb)-Max.GomplMax.Ten.-AII1ams 250 Ob)0r less except wnen shown. TOP CHORD 1-12--233X0,1-2.1]B3N,2-3_--4043/0,30.453310,4-5--336410 BOTCHORD 1611=013368,8-105/46 ,8-9=0/43T2,]ES2331 WEBS 1-115@619,2-11=-248Bq,2-10=0/1014,3ID=-e8d0.4-9=0Y250,4-8=-1582/0,56-41599,S]=3135N NOTER, 1)All plates are W20 plates unless omemise IndcMed. 2)Recommend 2x6 strongbacks,on edge,spaced M 100-0 oc and fastened to each was With 31 DO IDA 31'X 3-)nals. Stmrlgloacks to be atteci eo to Walls M their Met ends or restrelned by other means. LOAD CASE(S) Standard 1)Dead a Floor Live(balanced):Lumber Increase-_1.OQ Plate Increase-1.00 Uniform Loads(pit) Vem 1-6_388 YWNFNW4 VxY/4W9npummnmrp FEIO MOIEa ON 1X15RNO 4VCWOEO IMEI(FEfEFINCEP<OEW]OAne IMNN159EFOFEUSE ptess,sa ,ge. M9h MIek&cmm:Irncltls WU{paLrearaYYu�np�umele¢Nrown.and atw mivNU2d trN�-0cdn[xFrenl.rcrl 0reasyrlem 6alwe—.lr'e MYklra{tl}drermul vallty lne MlkMrynl Ontl{,n pvmieters mtl IXocerty lncarwraRT6Oe[unlnlolMoml s°�r�w�N�n `�1�a1�awl awvme we'nam,wa"r"�a°p'Ir"aree awrsrWare MiTek mcMan.9om9e.dalNarv.araeeoaa,eeurleaMl.x.aal.lnawaNK seMNSV1N14arlW CNW,waw ad eca NAuroeaeeo,.M s9oav as Ea..eNa yyalx yylrrpllplm4lJe hpnllrp Fble ryOMe.RIBN.Iee Meet 911e J12 PbxmSh VNRR311, i ienpe�FL 3Yr0 Job . T. Tmec Type Olt [my -Homes-Lot 121 AECC-JB T9331647 )10090] A01 HALF HIP GIRDER 1 1 Job Reference o 4orel Mem9n8 BUIINng&ppliea Jecka0m411e,FL B."Ho D SA%202018MiTA lnduetriealm. Tue Aug2315nefA 2016 Pagel ID:IwUUSC7IUmODgMVd21p20VpF-pTAM]D3gkrPPSwHmB8RrT1]C5nwiMrc01(zHykwb TAO 13-08 I- PTA TWO]-0O 8-0-8 54093 8-PB 3Wa=1:Mi NAILED WILED SB NAILED "LED 2x4 II NAMED NAILED 4x10 WILED NAILED d4 II 3Peml3 15 16 17 418 18 20 5 21 22 6 am 12 I 4x4 2 y] 1 A 1P � U 26 9 28 21 8 28 RB and_ IUIIFD NAILED_ WILED NAILED � II NAILED WILED Bx8 61 l NAILED NAILED SpsW ]U-0 13AP 10-11-I 2500 ]-0-0 ~ 609 51013 B6e Rare 08ae (YY)- I1'Edaa02-8113: 62- 2l 1710380341 110 0i0.04481 LOADING(pet) SPACING- 2-0O CSI. DEFIL m (roc) Udefl UO PLATES GRIP TCLL 20.0 Rate Grip DOL 1.25 TC 0.59 Ved(--) -0.de 9-10 �90B 2d0 MF20 2A,&Bg0 TCDL TO ILLMIM DOL 1.25 RC 0.93 VaL(T-) -0.21 &10 >98B 160 WILL 0.0Rep Stress lzr NO WB 0.88 Hom(TL) 0.0] ] Ne rJa BOLL 10.0 God. FBC2014/TP12007 NIMrix-MSH WeIgM:18311, FT=20% LUMBER- BRACING- TOP CHORD 816SPNo.2 TOP CHORD Stmctmal woad slleafniw cited,suppliedof3 15w pulllns, BOT CHORD 2x6 SP No.2 except unit vedkals. WEBS 2x4 SP No.2 BOT CHORD Rigid calling dlredly applied or 74-1 ac bracing. OTHERS 2x4 SP 110.2 WEBS T-Brace: 20 SP Nat-5-7 SLIDER Lett 2x4 SP N0.21-10-1 Faslan(2JQ T and 1 brews to dance edge of web Mth 10d (0.131'6P)nils,Nn o c..Wm Sin miNmum eel dsiance. Bruce must cover 90%01 web length. REACTIONS. Quflure) 1=1BBOq-SB,T=204CvMerllanical Max Hom 1=1]1(LC 7) Mex Uplift 1=-]02(-C 8),7-803(1C 5) FORCES. 0b)-Max COmp.Mfax.Ten.-Allforces250Qb)or06sexcwtl sWM TOPCHORD 13=-281511100,3A--2)03/1103,4-5-2783111133 BOT CHORD 1-10-9732322. 78-8271201 WEBS 3-113=-16M62,3-9=-238/631.4-9=4171403.5-Q ON1029.5 31, 5-7=-2601/1028 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;V0=130nph(3 wcmnd gust)Vaud=101 mph;TCDL=4.2pel;BCDII-3.0pm;h=258;13=456;-458;mve-m.Cat. 11;Exp B;Eml.,GCpi=0.18;MFRS(directional);cantilever leg add right wipmed;reel vemcal left and right expose;Lumber DOL-i.6o plate quip D01=1.80 3)Provide adequate manage to poured water ponding. 4)This thea has been dmlgnad for a 10.0 pad Dmom Mord live load ro cwlcunem Win any other live loses. 5)'This miss Eras been designed for a Nve load of 20.0psd o the bottom chore in all areas where a rectangle 3E-0%11 by 2-0-0Mde Mil fit betsem the Whom chord and any or members. 6)Reser to glreer(s)for Masi to truss connectlws. 7)Private mecfanical collection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at pint(s)e¢epl gt=lb) 1402,7=603. 8)'NAILED'indicates 3-10d(0.146'61')ar 3-12d(0.148"x3.25')toles ils.For more dmNis refer to MlTek'a ST-TOENAIL Detail. 9)HanaeQs)or other connection device(s)shall be pmNded suf idem to mWim concentrated lompu 2w lb Lown end 3050 up at 7 0-0 on top chord,and 28016 Lown and 1261b up at 6-9-14,and We lb down and 149 In Up at 7-2-2 on bottom coodL The Ceeigruselection of such connection device(s)Is the responaidlay of others. 10)Warning:Additional permanent and slmllty,brecing for buss sWtsm(not part 0 this component samign)Is always required. 11)In the LOAD CASE(S)section,loads applied to Me face of five truss are noted m from(F)or back(B). LOAD CASES) StanGam 1)Dead i Roof Uve(balanced):Lumber Increase-1.25,Plate Increase=1.25 Q WAMIW6 YwlypwMnpmM�nwMPE4p MPIE9Mla6IMOME1IIb®MIEN PEfGYKE aIaf IMNMrev.lO0Y1aMou"REUSE. Lm. vivm. vsaYywth Mutdoo ciai 1Mde4 kWs'J dYYaPo¢VawaeMnflwwn.aMklwmYellu%MwltMtHrp compmntrot bu¢pplpm,satyr im,X¢pYd•p AY5 GeSun Into 11¢oveldl W�q E%}x apclgMHcala]kMgevml 11YpdIMM]W lmWwn�wd/w clnamemCe¢wJY.A'>'IIwJ'IempwaymOFamami'a 3q YUWoW m9AadM paAMandlo vevenicalm+o won P"�wCeras Y9uyaapopeMdwnace. fagel�wd pMalca ieawYA'9 me Mxkalbn NpO]a.aWaY.aeclbnaM tmJtl ollnnp adliwMlINn[SeBNWIHIOMIYCWw14056enaM eeN aMm9ao¢PdWol 69 iaMP.bL]M. BXJ. iyly Yyglnyl6¢avtlYle rydn Lim FMle lnriMae.2laHLee exert.9lk]12 Ne[a Ma.VRY1a14. _ ePe,FI JOE 4 Trues Truss TO Cy PIY R..de Hanes-Lo1121 ASCO-JS � T833184] JI8 07 A01 MI HIPGIRDER 1 1 JOEReteriTO usM Mvmilg Buibing Supplies, JeG6araill9,FL 9010e Apr20 VpF- T4AInd3ghP.InwHw Au82314.0lAms018 ,e ID:FxUUaC]IUcnODgn4Vr1210E0VpF-t2TA1gD3pbPPSwNuc88RrT1]C5lw1Ame0KZFty� LOAD CASE(S) StandaM Uniform L. (plt) V8n:13=-54,M=-M.]-11=20 Cones tmted Loads(IE) Ved:3=188(F)I -�20(F)4=114(F)9= 3(F)�(F)5=114(F)tax-114018=114(F)18=114(F)20=114(F)21=-114(F)22=-1140 23=-280(F)20. 3(F) 2S--b3(F)M8 3(F)27-E (F)28d (F)29_83(F) Q M «h 1 Ic t �' I 4ttk W M 1 Y 11 e ; r �r Aldn MiTek IahAvikn pefin 111 l dooWj oVn 1 lm snlemsv .dxs/IR eWIry CX oeii9aM YCN wldnq compananl o4 Pe Fd Fur sue ]dNyllYwmolbn awiMe h f,Rlm Rola MdNle.218 R tae Sleel.Wt,312,PhuadM VA 2t 14 Tampa 1L 3.10 Jab . Teas True Type Cly joy Riverside HatersLot121 ABCC-JB TSSIASIS, J160407 A02 Heli Hip 1 1 Job RefereMa oMl Marsng Building Supplies, Jw1momille,FL B.OIOs Apr 202016 Mitek lnduaM1ies,Inc. TU Au92915:O6tl]2016 Paget ID.muusc]Ucn DgMVr12loIDVRF-LeOZun114WlZ1]¢]Oe1NYLWbMORJ_W&AhyKw4 <]-02 Pao 1]-60 4.].1 2560 T-H I z 660 &00 Sub=1:W.0 aaa- 69= 3rd II 4 16 16 5 17 6 elp 12 94 c 3 u 4x4 0 x t 0 1B 6 01 10 h] 11 `v9= 13x4 11 ffi_ 980 1]-60 91W B 660 B 00 PI MOIhe1s 1%.YF f 'P -51 jS9' -00.3-01 LOADING(pit) SPACING- 2-0-0 CSI.7�7. v�(TIL) FL. In Qm) "I Ud PLATES GRIP TOLL 20.0 Plans Grip DOL 1.25 TCn(LL) -0.11 ]A >999 240 MT20 2WW TCDL ].0 Wnbe,DOL 125 BG -0.2) ]E >999 180BCU- 0.0 ' Rep Stmas lmr YES WBud(T1) 0.04 ) we NaBCDL 10.0 Code FBC2014RPY200] WNW&gM:147Ib FT=2M LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structure!Wood sheathing directly applied or 2-2-0 m purlins, BOTCHORD 2x4SP No.2 exved except end kah. WEBS 20 SP N0.2 BOTCHORD Rigid tali!,direc8y applied or&3 oc bancag. OTHERS 2x4 SP No.2 WEBS T-Bance: 2x45PN02-5-9,54 SLIDER IeR 2x6 SP No.2 2-0-0 Faster IV) Tarts l braces to nanbw edge of mb Nath lOd (0.131'x3")nails,sin o.c.,wth Sin mintmum and disuse. Brace must cover 9)%,of Web length REACTIONS. QbM]el 1�2d0.5E,]=9264Aed1enlW Mex Hors 1423(1011) Max Uplift 1=1)4(LC 12),7-MILD 9) Mex Gmv l�g-C1),]=958(LC1]1 FORCES. (lb)-Mem Canp.Adax.Ten.-Mltomec250(lb)orlessexcept NUanshown. TOPCHORD 1-3=-1211!362,34=10W/363,45=41821324 BOTCHORD 1-9=-099'102$84-335H19,]8=335§19 WEBS 4-9=284340,"9 (VeK z,5-]=-1149/351 NOTES 1)UObalamM mct We load.have been considered for Mia design. 2)Wind:ASCE 7-10;Vult l30rhM(3-aecond Bund)Vastb101 mph;TCOI>1.2pat RCDL_3.0ps1;h=25M1;B=45tl;1-2511;eave=411;Cat. 11;EV B;End.,GCP=018;MFRS(direction!)and C-C Exte lor(2)000 to 30.0,Intedor(1)M4)to 940.EMeridt(2)900 to 132-15 ons;camilever left and right emosed;end verpta!10 anal 0911 expued;C-C for members and tones&MFRS for reacdmis surem Lumber DOL-1.W plate grip D01=1.60 3)PmAft atlegnte drainage to prevent Water por ding. 4)This pe.hu been designed lar a 10.0 psi hod. tend IMa load mmon.dent*to sm,cdrer If,.loads. 5)'TNs truss has been resigned for a If.Ibad at 20.0pa1 an me bottom chord In all areas wiles a rectangle 36-0 tall by 2-"Wde Mg fig between the bottom cnmd and any omen members,wish BCD L=10.0pst. 6)Refer to gnde do Tor Cher to(hers oonn.fi.. ))Provide mecuanlcal connection(by otheanl of less to beadng plate capable of wthstanddg 1 W Ib uplift at)oirds)except gt=lb) 1=1]4,]=266. 8)Waning:Adddlonal permanent and gabilily bracing for truss station(not pan of TMs component design)Is always required. �WIIIaMGVMNtlatlpn pramN.maMaEAn NOTES eN 110111a WCL UOEO MIIENPEFERANCEV.aeFail4Am.16VYlOI6 BETdREVSE �LLgwlkl lorinecvYYNiIh MIleeBcmrecrui.INttlaiaremeetl wYY ugx�rxam�elm Nawn a'A 6lamtalNtlud Wflgemirvrenl.rot PisiyYenr Bekreve.IMMIMptl5dMwrmuAaHylMmpwEA1N 010expn MWaalwi WI pMeMMwPorale Tedefldnlllo Me aVWdl dWgde9pr.eallpYVlCuledabpeVerriladllpWYVJMAr[a liuewebaWudnOniNritMYCNY.Mk1x.r-vJ ian�uyudperngienlly Jy MiTek bwNovaraaAedwdmNvmdroae.W4nmavmvomlapWWr�w syW OWRcpWlY6�nam.rar0arrera v4ddk•rmovvllw ew vasa.se.r exs. reakNnor.aunroe.def.env.erar=llorrme aossul Nnmdrse l,s n..rea4rwm+t Yrdhrn.abwaem4¢xNYroCamarrW+ a ' sw.N lwWmalloa wwamrornlm Hwa xantulamax.leesneetswdlz Naxadw.vAzzsla. T.I..IL axro Job Truce Trym Two Ory Ply wvereica Homer-101121 ABCC-JB T933,1449 J1804W A03 Hag Hip 1 f Job Reference o Bonet Mamirg gadding Supplim, JackaowWle,FL SoI0 s Apr20 2018 MiTek lnduSMsS,Im Tua AW 2315:06:18 MIS Paget ID:fwUUS TUcnODOMVrl2l=VpF-pO mNbl_ffjWPJ wm% mFMSDAtRl9ykwJJ '7;121 11-00 16.0.0 Yvtre 6]42 640 ]o.O I ].00 Scr= 1S. II 36= Scs.:IN.=1' d 17 Is 6 16 6 8m12 he. 16 6 15 Z4x1 2 1 to e p 6 ] am II 54- 6x4= am= zxa 1 szlz tt-00 teJo zsear 6]42 54-4 ]8p ]-60 Plate Otaea(XY)- it 0O28G1-91 M;0-5A&201 [I=2-41,0-3-01 LOMM(psH SPACING- 2-00 C81. DEFL. In Ow) least Ud PLATES GRIP TOLL 20.0 Mate GOP DOL 1.25 TC 0." Ved(LL) -0.W ]8 .999 240 W20 244!190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 VW(TL) -0.P 78 .999 180 BOLL 0.0Rep Stress nor YES WB 0.83 HbadTL) 0.03 ] Na di BCDL 10.0 Code FW2014?P12007 Mark-MSH Weight:1621b FT=20% LUMBER- Signal TOPCHORD 20 SP No2 TOPCHORD Structured rood Shentring directly applied or 4&8w genre, BOTCHORD 2x4 SP No.2 emepl and vedicne. WEBS 20SP No.2 BOTCHORD Rigid millrg directly applied or&2-11 oc bracing. OTHERS 2x4SP No.2 WEBS T-Brace: 2x4 SP No2-6-0,4-8 SLIDER LOU 2x6 SP 190.2280 Prefer(2X) T and l brews to rermw edge of web Mm 1W (0.131X3')nails,filo o.a,wllb 31n minimum and distance. Brew must cover 9M of web length. REACTIONS. (Ithdar) 1_ 2 ",7N20R.Aecbanicef Max Hom f=2]0(LC11) Mss Uplift 1=1T2(LG 12),]=280(LC 9) Mex Grev 1=9zg(LC 1),]=9881LC to FORCES. Ob)-Max.LomPBAal.Ten.-All forces 250 gla)or less except w4an shown. TOP CHORD 1-3-12281343,34-9Tl/332,45=84929.5,56=849295,6-]=859/329 BOTCHORD 1-10=-512/1040,&10=51&1090,84-8]&814 WEBS 39=364/170,4-9=]fu396,411=2Wi27,S8=d39242,&8=-3341958 NOTES 1)Unbalanced ro rive Iwtla nave been wftdeW fortms Wm gn. 2)Wind:ASCE 7-10;Vuft=130mph(3 Second gusO Vwd=101mph;TCD".2psl;BCDL=3.6ped;h45q B-I51t;L- 511:rus1-4fl;Cat. II;Exp B;Encl.,GCpl=0.18;MW FRS(d'IrecNonM)end C-C Eldedor(2)0.60 to 380,Intenod1)3-0-0a 1180,Em.mor(2)11-0-0to 15-2-15 mw;cangdever left and right egosad;end veNcal left and right B.posel;0-0 for members and forces 8 MFRS for reactions afwwn;Lumber DOIr1.60 plate gnp DOIr1.60 3)Pnwide rationale concepts,to prevent water ponding. 4)This irum hr,been designed Ion 810.0 wi bottom chord Idve load nonconcurent Win airy,other live loads. 5)-This truss has been designed for a Ilse toad 0 20.0paf an the Oodcon chord In off areas WBere a rectangle 3(,0 all by 2 60 Wide sell fit between the bottom chord arta any other members,wfm SCULL-1paper 6)Refer to glydar(s)for I.t0 tom connect., ])Preside mwhandcn connection(by athero)at truss to bean,that.capable of Withstanding 10016 uplllt n IOin(s)except OI=1b) 1=1]2,]=280. 8)Wareing:Additional permanent and stability bmang for toss System(rid pen of Inns cwnporent design)is of f fagoner YWdnNM H ak. nr O aI5 eIHC VOFe M/IE 6EFEM XCE FaeEMT)IYJ .59EPoeE se IXNOr M - nimanl Bet - _moo 1.$ de43 I- ey1.q>U. Mln�(de4ly .a 1 hc. It 11,8us f l ' moll Gll[Ap rl Jgn. N rglMk tetll l 1_rt".1, MhMMlmv bwN/ MC emM AM111kxva Mop ayrM Tx�t[xahY) WOW JUIAL6dwon rR 0Moc,eomry mtloµewn cd qw celn{w clion,,ml -ANWIc�lrydonwe-F Ddt'�n1cl NoW regvtpg tt,e ami Inentral icdohsc.we[Smmd dachgot t18 Nr[ ns Mmryalo,312, WIP110WMd4lwrq OL'm aM ICN Mrtlnp Canpm.nt WPW EM.M. fdaly4Ypmdlpn uN1tlNe M1on,lnm Pale rsNMe,418 N.lee Sreet,9lW]IP.NeradM.VA42I11. Tarip.,fl 33610 Job Truss Truss Type CRY PN Parini Homes-Lot 121 ABCC JB 03 6 0 J16010] AN Halt Hip r 1 1 Job R.I.N.(afford) Marrow Building Surprise, Jacksonville,FL 8.010 s Apr 20 2016 MITek InbueMss,loo. Toe At,2315MAIS 2016 Page I Urn ID:MIJUSC]I00gwVr121Oz0VpF pOaxe6mNbl_ZQWPJ11Baw0dwwOF105DAIRigyf 3 S68 &119 1]i12 2540 S68 L90 ].]1 774 r 4w= 3d1= y4 gcele e 1 MB 4 16 n 5 f8 6 X B 10 B o 310 II LR= 15w II a5= 446 nL12 zs4D oeb ]-h4 ].].4 R Offsets(JCVI- 11038 Ed 1160<a 0301 LOAGING hall) SPACING- 2-00 C81. DER- In god) VBMI Ind PLATES GRIP LL 20. TOLL Rate Grip DOL 1.25 TC 0.66 VM(LL) -0.15 9-12 s999 240 W20 2"19DTCDL 70 Lumber DOL 1.25 BC 0.]& Ved TL) -0.37 9-12 ."S 180 BCLL 0.0 ' Rep Stress Inc- VES WB 0.89 HoDTL) 0.04 ] Ne nJa BCDL 10.0 COB. FBC2016]TPba0D7 MMdx-MSH Weighn15111, FT=20Ss LUMBER- BRACINO- TOPCHORD 814 SP No.2 TOP CHORD SWctual MNNf sheathing directly applied or S1-3 do pupilla, BOT CHORD 2x4 SP NO2 except and vedlcal5. WEBS 34 SP No.2 BOT CHORD Rlgrdcellllg dlredly applied or B 2a op bending. OTHERS 34 SP No.2 WEBS T-Breda: 2w SP No.2 &9.5-7 SLIDER Left 2116 SP No.2 200 Fasten(M T orb 1 Dmcas Io nenow etlge N web Mlh 10d (0.13113')na11s,61n o.e,Mb 3m minimum end distance. Brace must cover SUN of arab lemph. REACTIONS gelsi]e) 1A 5A,7-9E01a1echenicel Max Herz 1=242(LC 11) Marr Uplift 1=1]4(LC 12),]=-2]3(LC 9) Mex Gray 1=920(LC 1),]=9]2(LC 1]) FORCES. 0b)-Mex.ComallAse.Ten.-WI forces 250 get orlessexcept efien shown. TOP CHORD 1-3=12011380,3-1=-ID3&33],4- -83W320 BOT CHORD 19-50811027,8-9=31]I633,]P_-31]/833 WEBS 3-9=-263'159.L9=-ZW32],5 6-W3 ,S7-1100 2 NOTES 1)Wind:ASCE 7-10;Vult=130ap,(3seoond gOrU VaSd=101mph;TCDL=4.21,0;BCDL-3.0pSb h=2511;B--Ot -2511;eava=4V;Cat. IC Exp B;End.,GCP�.IS MW FRS(dlredbrel)end C-C Elft"or(2)0000300,VVedw(1)3-0-0le IA",ExS IoR2)9-4810 1407 nine;cantilever left and right mlpressd;end vedldd left atxl rightexposed;G-C for membere aM forces&MFRSfor reactions shown;Lumber DOL=1.60 plate grid D01-1 M 2)Protide adequate drainage to ptevem to,ponding. 3)This Imes flail been designed lot a 10.0 par bollom chiral Ilve bed mancdnwtnent Win aptly offer Ilve loads. 4)-The Puss has been designed ler a live food of 2(LOps1 on the Doftorn chord in all areas Amara a rectangle 3SO her by 2-00 wide Wil Id between the bottom chord And any that members,MVI BCDL=10.011 5)Refer to girdefe)for truss to truss connections. 6)Protide mechanical connection(by opens)of lairs to bealing rale Separate Of MMsmndllq IM Ito uplift at Ioint(ld exwpt gt=1b) 1=1]4,]=2]3. n Warning:Addltlered permanent and stability bradng for three system(not part of IHS component design)is always required. QwAIBIwa-ansa 1pa Val+'an'waeMNE]D NOTES ON—Asm WdtdOFO I.mEN aErtNNfF-OE W74A m.1—sBWIIEYK Ir Wp IW U¢«dY V,aP MIIHacmrre:Iras,IMtlaalnn 6 Wwtl«YY ursm r*Irwrrela[Yown avlk Iw�n Y✓Jutdrd dJWpcanpwrart Ipi hen vy4Pn.BBbauw.ma dada Eprer atlmoil MN the RN+kculd"d tlonn nor—aiers aN pr Mlnr n une nk msbn nlolMocertll Wp1y da"on.IMlp INt' IeOarop—mltl straof lMJlrwweGudl«tldtl memDaswYv.Add.smMdy and"lmlprd MITek kdwgerepletl W aM>•lYa'tl to Revs✓cdl[{m MmpcMBd�rsdM f4rxYaMpIX�rIY(brMla.{«gerertl pM�cerepaQp Ilre ItlMkaMlsbrWe.cala%MDUM Moyrnol Lrmarm]mnsytems�MMVINI6YNCwaM,DYd9wW 6CLYggCwllpYnM ierrya.T,, Parka Ean aNrt. ayaly MpmuXm Ovtlttle Ywn Irra Mb YealrM 21a N.1ea91rw1.916912 NeiwYaq.VA2291<, FL]%IO Job There T.Type Oy Py Raeside Homes Lot 121 ABCC-JB IX3851 118090] A05 HeX Hip Girder I r 1 Job Reference foraborah ManWrg BWNirg Suppfea, Jmkeonwlle,FL 8.010920Teklndl5idea,lrc. Tls Aug2315:06:192o16 Paget ID:fwUUeCTUcrO19-MVriVr1210EOVpF-0VpF-WdJJ8n0A1b6OGtBVAAuk41ig10O_LlcSpd9ZbykwR 440 ]4B 1561 14013 2500 ' 4-0-0 340 I 54-11 6]-11 ~ 5-013 Goes,=1:429 firs Are_ 3e0= 9H II G 14 4 s G BW FIT 3xB i 3 1 C 10 i6 8 16 17 0 18 18 _ ] .0= 1r8 II 1M0= � '.016= Rhode 6OG ]-9B 1640 2500 480 5W 4SB 440 %aN Oilse (RYH- I ' dO1-131190-0-12 ErMe1110'0.5i O1-81 LOADING (pa) SPACING- 2-0-0 C61. DEFL M (oo) VOaI Lb PLATES GRIP TCU 20.0 %ate Grip OOL 1.25 TO 0.50 VerRL) -0.12 7JI >999 240 I 244/190 TOOL ].0 Lumber DOL 1.25 BG 091 VW(TL) -0.31 741 >958 180 BCLL 0.0 ' Rap Stress lncir NO WE 0.57 HondTL) 0.05 ] Na Na BCOL 10.0 Code FBC2014?P2W] Madx-MSH wasi 165111 FT=20% LUMBER- BRACING TOP CHORD 2x8SPNo.2'Exospn TOP CHORD AmcWrel v.¢odshrNNrg di appked or 3-BBw purina, 36:2x4 SP No.2 exaelat ural venture. BOT CHORD 918 SP NOAD'Exradn BOTGHORD Rigid rating direcllyapprred or 43.6 do baring. 79:M SP No 1D WEBS T-Brace: 2W SP No.2-5-7 WEBS 2x4 SP Ni Fasten(2X) T and i braces to nanov edged veal W1th1N OTHERS 2x4 SP No.2 (0.131'x3')note,On o.c.,vf hr An minimum end distance Brace must..190%W Wal length. REACTIONS (Ib'slm) 1=2280Po-S8,]=t2eartAedlenical Max Hmr 1=19OLC 7) Max Uplift 1=-580(LC 8),]_A3OLG 5) FORCES. (1b)-Max Comp.M Ten.-Nigmes2W(lb)orlessexcepiwhenshowh. TOP CHORD 1-2=3598948,23-238ffifi35,30=193M554,4-5=-1/381391 BOTCHORD 1-10=8&2911,910=-BBo2966,8-9=51511]013,]-8=3fi&1CG3 WEBS 2-1R3 1322,2-9=1267/429,3-9=26311017,4-9=299f347,4�6 12. 5.8=-1501839,5-7=149WMB NOTES- 1)Wind:ASCE 7-10;VWt=130mph(8 wond gust)Vasd=101 mph;TCDl f.2ps1;BWL-3.Opsf.1=25X;11=15fq Ld15M sinr -AM Cat. 11;Exp B;End.,GC =0.18:MWFRS(ara tions);cantilever MX and fight sposed; it veM.1 Lai and III exposed;LumUer D01--1.60 prate gdp DOL-1.W 2)ProWde adequate drainage to prevent Water ponding. 3)This imm has been dasgned for a 10.0 Fad bottom chord live load nonconcurmmt With airy other live loads. 4)'This imas has been designed for a rive load d 20.0Pai an the bottom chord In all areas where a rectangle 1160 tear by 2-00 Gas Wil fit between Ne handle chord and airy other members with BCDL=10.Oimf. 5)Refer to gimeds)for tmas to truss cannecdoln. 6)Provide mechanical connection(by others)of toss to bearing plate capable d Wttlstanding 1 W Ib uP6X at am(s)except 0ozIb) 1=580.7=365. 7)Use Simpson Strong To HTU26(26-1 nor Diadem 141bast 12 Tross,Single Ply Girder)Or W urva rd at 5 4l2 from Ne IeX and to connect imss(es)to back lace of lottom chord. B)Fill at nail holes MGM hanger Is In coned win lumber. 9)Wamhg:Additional permanent and siealily,brsang for truss system(not pad of this component design)Is aaveays required. 10)In the LOAD CASE(S)seadlob,loads epplled to the hear of to Wes are noted as hart(F)d beck(B). LOAD CASE(S) Standard 1)Dead a Root Live(baaaOow):Lumber Increase=1.25,Plate Increase=1.25 Unlfolm Loads(pit) Ven:1-3=-54,3U=-54,7-11=20 WIPNMV Yxlry tleW)npfranirtx�mCPEIO NVTEaaN 1015NNp WLiKCOIMENNEEEMNCE V4nE.e.0.1<1]m."iseEIONEVSE 51wlk1 brYx oNYIwP Mllak&cmrwcbt IlttleY9,tdmdaNylPwr p'�anulnis Lxwm.aN hlamYMMd 1hMky wniRvienl,rot k1e[ayMn.0egelw.P6lyldp WLLawrmWialNlFa aYK4Cylyddmpl�mieRnagpdMllY kw 'e MEderbrl Ylb Xie 1t YWNA M�jM W 6kMY b`I Mn 'M r d W IINaIG Moe IrbtaM+kmR.dew<rY.ereclbnWMmt9 dlmm�aAkue MMer1>reaYlNTII OuIYCtXMo.U9Bd9ar]BC91 Wk!^YOwrirooeN WWPoN SdNy lavender wtldls Yan 41v%de YetiMe,RIe N.1�Sk�1.911e J12NBXaFM VAY[31 E. Tnrya.FL 33ho 3Yle Joe T. T.To Ory Pty RN oft Homes-Lot 121 RBOC-JB • Tg934651 J1604W A05 Haff Hip GiM 1 1 Jue G16M,nw o 4peal Melming Bmlding Suppl'res. Jecksarvllle,FL mOID o4Vr 202D pF He k Ndeshies,lln VT RDg 2015:06:1e 2D16 PEge 2 ID:FNUUEG]IUrnODgMVd210zGVpFHceJJSnOMbBOGiBVZONkIT?gKDD_Llc3pd?ZCykwu2 LORD CME(5) Stallard Cw mtraled LuWs(10) Vol:15=1ID3(B) YWdPNW6-Vxlry dWpnrynmelx and PEIO NOTES ON TX1a 4NONCLUOEO.Y1]EN PEFENJNCE PdGE111LLAAtw.r6VY10159E.OREUEE. Ce5�WI Ie MI k: _ Is0. 4ne[I iN uwm pn anelarz Now.oiO slam M'llulrywl[uldlq v MilM Bsl eJ tlaJ] IveM1Nu Iry�ltlepm�On elen OM n OIe 1N5[lei I Pw , tl%Y� 9 IRIW 1 w Ik4'MIIM N eernll twd meml>&iW VNL1 Mlem0."`roYabl n xuidl Mire k' KawN�1 gxaal llRlN dl w .Im wNEa.,cer. IM.raawwam. rme 1a e51�1aw �w - _ -. - m2�nlm.n W�aai x�r mau-rL+�aoll�.aw mmns�IxwmlanMc+�.dd�apwa ea wugc ��m�w.1 aeon P.m.s.N erd. Eylly pdamOlMl m+MRJe M1anl FbMYSI1N1 ,21aN L 3M1 1 911e 31R Naiui[LIa.VRYfJId i,,FL ]3510 Job . r Truss Ties Type GtY Ply pre side Homes-Lot 121 ABCC JB T9334652 J16i 801 Half HpGIMw 1 1 Job 016101rce o 4onN manning Bi Supplies, Jazl¢wrville,FL fi010s MVrl2l OVpF-Ieklndmuies,hw W Au92315:06:2hWY62y9 I IDMUU6C]IUcrhODgMVr1210sOVpF-Ipik%doervEHupMW IMTGH2B2kcgmNhTMV62yMw1 50-0 ]88 ' 580 2-86 I Special !AILED Sola=119.6 4"2 50 II 3 11 4 &W 1z on a 2 1 12 13 14 6 15 16 5 5811 WINS HTISS 3+1011 affi= NAILED HT.26 NAILED sposel Sd0 )B8 Sd0 Bd PIBM OXsais(XYF- 11:w-2.61-61.13:0.50.0.201 LOADING(psi) SPACING 2-0-0 Co. DEFL R (kc) 9deff W PLATES GRIP TOLL 20.0 Pbte GBp DOL 1.25 TC 0.39 Vert -0.05 " >999 240 W20 2M/190 TCDL 7.0 Lumber DOL 1.25 SC 0.75 Vert(R) -0.11 6.9 a827 180 BCLL 0.0 ' Rep Stress Icor NO WB 0.68 HoO(TL) 0.02 1 Ne Na BCDL 100 Cade FBC2014LnDol IDT MNdx-MSH Weight:51 lb F7::2 LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Stmormad rood shredding directly applied or 4-841 oc purlins, BOT CHORD 2x8 SP No ID except and verticals. WEBS 2%4SP No.2 BOTCHORD Rigid calling directly applied or 10 0-0 daring. SLIDER Left 2x4 SP Na2200 REACTIONS (IGSI2e) 1=1 QSI0S8,5=1T26TbchaNcel Nadi 1=128(LC7) Max Uplift i—335(-C 8),5_502(!-C 5) FORCES. Ob)-Mac Comp.Mlax Ten.-AIforces250(lb)orleesexceptwhen& m. TOPCHORD 1-3=1 BOT CHORD 1-8=30011066,5-5=4162/1128 WEBS 3{c-359/1896,3-5,196fl1530 NOTES- 1)Wind ASCE T-10;VUIt H3Onph(3-second gust)Vas1=101mpd;TCDL->.2pat.BCD1r30mi h=25X;8=4511;L=24X;save=oft;Cal. II;Exp B;End.,Gi MW FRS(drectlonal cantilever left and right exposed;and vertical left and right sxm usi Lumber DOL-1.60 plate grip DOL-1,6D 2)Provide adequate dranage to prevent water ponding. 3)This those has been designed fora 10.0 fast bottom Mom live Idea rgrxdnwnent with any other live loads. 4)-Taus truss has been designed for a We load of 20.0psf on the bottom chord In all areas where a rectangle 3-5-0 tall by 2-0-0 Water All N between the bodom awrd and any o&I6r members. 5)Refer to glnst for times to Wsa connections. 6)ProMai mechanical cdnneollon(by drem)d More to bearing plate capable of wlihslandlhg IM Ib uplift at lolnl(s)except gt-1b) 1=335,5=502. T)Use Simpson Strong-Tle HTU26(20.104 Girder,11-10dx1 12 Truss,Sirgla Ply Girder)or equivalent spaced at 2-0-0dc m®. starling at 1-10-0 Nrom Me left and to 5-104 W correct trues(as)to back face of boddn chord. 8)Rif all"I holes Where hanger Is In conduct WM lumbar. 9)"NAILED'i uncles 3-104(0.146'x3')or 3 12d(0.146'x3.25')toe-nalls.For more details refer to MlTek's ST TOENAIL Detail, 10)Harger(s)or other connection devli shall be provlded suf t"I not to support concentrated loads)3051b down and 3331b up at 5-0-0on top chord,and 121 Ib down and 46 to up at 52-2 on bottom short. The aeslgll/selectlon of such connection deNce(e)Is Ne responsibility of others. 11) In Bre LOAD CASES)section,loads applied to the face of the Has are noted as Imnt(F)or beck(BL LOAD CASE(S) Standard t)Dead.Roof Live(belanciali Lumber Increase-1.25,Plate Increaerril 25 Uniform Loace(pit) Vert:1-3=54,3-0=54,ST=20 Q WIM'Ntl�VMp4Ner,psmmmlm antl PFAe Ndiae ON iaSINd ILLYOEd WETrfte XCE".a sai nv....r9E/aaEUSE novel, sue Y iMIltlIDcomuchors.Mr,tleSkID khased My WTI(br .I—elwxn.and Mw m ir,e.M..,iro —1 Irlmm matem.Bs(we .tte lnabp deitrn,mual oMry a¢orhol000lli cleL9n rxxdmders ant pro[MY nc'.T6 deldnwlomeovardl W(1gdeGan. .11wMwm'ohnFenna'arhlvoclW MiTek- tawdrer«.Aedwrolver, ,amlxdrva hmma ewmedrdvditdav laM.rvawN+roellydvdroe. wawwrda+M��emeg,dnene kbM.oMn Yate decreased PM Ross OIXipo 2nmiaWMmryslant MrrorwI VA=14NNI].aYd9aM NC9MMgCmVwlwe edal]tlmrpbr wtilYe M1an lila Mle NVIIIWa,218 N.Leestreet.aIN 312,NexudMVR2'm11, ierrye�fL]YIO Job s Tluea To.Type Oty Pty Bivemde Homer-Lot 121 MW-JB 8 3 852 J18040] B01 Hali Wp GiNx 1 1 Jab016Mnce .ori MenNnp BuilOMp Suppliae, Jectaomille,FL B. Dg"F202016MIipiMOOOMee.Inc. Toe Aep2315:0mAhW82yeI ID:IwUUCCT11ugDpMVN210xOVpFIpiN(ooe]vEHIlOm11W k11]OMB2kcIimN11TMY62ykxvl LOAD CASE(8) SbtMa10 o npeovatetl Loetla(Ib) Vert 0=-247fl 8=58(F)11--81(F)12=]05(B)14405(11)14=-55(F)15=M5(B)16= (F) Q lo�o'{lnt�JwYYNri-�W 1 'n rl Irol �`• alrtmrySem.esI—ue,a¢W1Jto,; 4ea mlrsl ValN 1.g ..vofde,jnW '.1.. . fl t l 1 GIIWJ Qsbn. BmLq WCWails to geuwnl WCNIp oIIruMNJW Mm WeI>ad/ hd n lv eiall ". ,tl v, ,.�I.. MiTek' Miob, nA. Gemobon taac4q OOmm[aMl—I. teee.WWR 1P"I Dae.aa unC eC31WtiNGC Wiwnl T9 FL fyNyNmndlpngWMB M1om 1�FyM RAMe.RIBN.Iea SAee1.9M]IR.NevurclMa,VPR'1f16. �� hiryeFL ]3510 Job 4 Truss I.Type ON Ply Partnere Hares 101121 MCC-JB T8331053 m JI601W C01 Mopikt 3 f JOB Relerence arel Morning Budding Supplies, Jacksonville,FIL 3.010 s;,a 2.18MiTeklnrusNes.Ino. Tut Aug 2315:06:212o16 Paget ID:rvUUSC7IUcnODgMVr1210onWF-MWIVoGUDMSWALW11CMpWECN FEW765 UykwrO ]4-0 1]-]-0 18168 1 zee 3x4 II Soon,-I:¢o 516 11 , 460 12 47 o 3 2 10 I d t B ) 6 Sas II 5�6= 216 II 616 ]-)-0 n-z6 1w68 ]40 1666 236 %ala OBaeN OCVH- 8:03-0OS-121 I]'06-00-181 LOADING gene) SPACING- 200 M. MiL M gas) Well W PLATES GRIP TCLL 20.0 Plans Grp DOL 1.25 TC 0.94 Ver(LL) -0.3) ]8 >S29 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.80 Ver(TL) -0.78 78 >W2 180 BCU 0.0Rep Stress lncr VES WB O.S3 Horz(TL) 0.01 6 Na Na BCDL 10.0 Code FBC201471`12007 Malrx-MSH Ago -0.18 78 671 360 Wfught:15811, FT=20% LUMBER- BRACING- TOPCHORD 2x6 SP No.2 TOPCHORD SWcmrN wed shmINN Gravity appeal or 21-0 x Purim, BOT CHORD 2x0 SP No.1D e=pi end verticals. WEBS 2x4 SP N62 BOT CHORD Rigid calling directly applletl or 45-10m bracirg. WEBS 1Row at mitlpt 48 REACTIONS. (lb/size) e=]25/MedlamcN,0=T25IMadtanlcal Mer Harz 9 (LC 9) Max Uplift 6-151(LG 12),4-IW(LC 12) Mer G.6 (LC 20),9=)39(LC 2) FORCES, Ph)-Max.Comp/Mex.Ton,-All houses 250(M)or less assail wen New. TOPCHORD 18=-]1&122,3>-860215,58-144/3]4,1-8-455/141 BOT CHORD 6-9=352(475,)8-230914,6-)-238/014 WEBS 4-7=-28)/1454.4 -2138/602,33=340@07,1-8=31/382 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3eereaud pat)Vasd=101mph;TCD".2pN;BCDL_3.Opsl;M1¢W 8--458;L=2411;eays48;Cal. 11;Ely B;End.,GCpib.18;MW FRS(dinvol o a l)and CC Extellor(2)0-1-12 to 3-1-12,Inherent)3-1-12 to 198-12 sone;cantilever left and right expoard;end vertical left and right exposetl;OC for men love a1M forces BMW FRS for reactions shown;Lumber 001=1.60 plate pro DOL=1.30 2)This them has Been designed for a 10.0 pof b000m cM1orr live load noncencurrenf Wm any other live Imes. 3)-TMs truss has been designed for a live load or 20.opuf on Bass enti m chool In all areas were a raclengle 36-0 all by 2-0-0 Woe Will III thea can the botrom chod and any other members. 4)BoBom chord live load(20.0 psf)and atltltlionel Bottom dnrd dead two(0.0 psi)applied only to room.7-0 5)Peter to girtler(s)for tensa to truce cannecti0m. S)Provide ma6fankal conmdian(by oft els)of tlws to bearing plate capable M Wlhstarxling IN He uplift at joint(s)exoW aWb) 6=151,9=132. D ATTIC SPACE SHOWN IS DESIGNED AS UNINHAS TABLE. A. WXy�/vMr..ase.ea nor a.r olueEa MnEaaEFENNCE Pods. re—lM ��.for use MV WhmltW not. 6Ew F-1 M tyllC(II 201de aH.IMd1(YprIS p:=mogvallyll'egpkvMllydra[bl paonele¢eM goce�IV nc'aP'>tale MktlaMa Moryp WBIUI as q.rer.xea+neaa(or�lma,aeioaev°�a4�ai qFe r�.MdW%14eFpeImHYly./orq.l—tras.fae ¢e"aesu°¢°`m�eeaaro 11iocw - WOW MMcaMa 6+We.GNNMy.aacamm]gachpolMmfemrinaryAmc ANR/IMI OueIN MIMa.UMd9 ageCL laWgConlpollwY 6W1 GrM EM Bad, assay abl�M:r1 avSYAe can LIm FMe MMIOa.R19 N.Iee5Tee1.3lle 31 R.PlevaxlM,VPRR311, Two.FL 3M10 Job 4 Twa Trur Type ON Pty RiveMide Hpmes Lot 121 ABCC-JB 933 65 J18p4W CO2 MONOPITCH I 1 Job 1brariKft 0 40re1 Mamylg Suldnp Supplies, Jecloornille,FL 9MVri2i r2pF.D?G 7 WMtriec,lnc. CMAup 2316:08:212018 Papel ID:IWUUSCPUrnODgMVr1210xOVpFD+G3k]oGLOMeWALWRGMpVYMUJIASGSry]85eUykwvO &z-la 1216 11" zA-0-0 &2-0b S1b6 6322 5610 3M II Sale-147.1 6 4d0 12 Sea 1 16 6 5 3A i a sss c 3 � 360 1s Arl i 2 a 1 10 p 6 A6 I &5 dM yb_ 3r5 B2-L 12-N 1]56 23-00 82-A S11d S32 5610 Plae OlNeb IXYF- R:0.3-120413113:62E 0-301 I10'0.2dQ9-01 LOMW(pal) SPACING 2-0-0CSL NFL in Owl Weft IW PLATES GRIP TOLL 20.0 Plate GOP IDOL 1.25 TO 0.41 Vm(LL) -0.02 75 >999 240 MTM 24/190 TCDL 7.0 Lumber DOL 1.25 Be 040 VeU(TL) -0.07 10-13 >S99 180 WILL 0.0Rep Stress 1. VES WB 0.46 Hor2(TL) 0.01 7 We nre BCDL 100 Code FBC2014?PN00] gains WH Wel 134 to FT=209: LUMBER- BRACING TOP CHORD 2x4 SP Not TOPCHORD St=Wml nootl shemlirg direcey applied or QO-0oc Wdins, BOTCHORD 2x4 SP No.2 except and verticals. WEBS 2x4 SP No.2 BOTCHORD Rigid calling directly applledor 60.0 to bredlg. SLIDER Left 2x4 SP No.22-60 WEBS 1Row at minis 6-7,5-7 REACMNS. Plomee) ]�4WMeehaNpel,1=408IQ58,8=93]/Q5-9 MatHors I1Trg.0 11) Max Uplift 7-90(LC 9),1=82(LC 12),9=180(LC 12) FORCES. Ob)-Mex Comp.M ,Ten.-AIttomes250Ob)orleasexcept Wnansewn. TOPCHORD 1-3=563215 BOTCHORD 1-10-35 n.9-10=-355/524 WEN 38=b52201,4-9=-56]/133,4-8=2/305 NOTES 1)Wind ASCE 710,VulL130mph(3second gust)Vaad=101rem;TCD".2pst;BCDL-3.0aw;125X;B=68X;L-241t;eays fl;Cat. ll;Exp 0;Encl.GOpi-0.18;MFRS(dlredlonw)and C-C Exterior(2)O00 to 380,Intedohl)3U0 to 22-1Q4 zone;cantilever Zeit and right eNrosed;end verXcal led and right expos atl;GC for members and forces 6 MFRS for reactions shown;Lumber DOL-1.60 plate grip,DOL=1.W 2)Thos buss hes been designed for a 100 pef bottom chord live load nonconctarmt Mh any other live loads. 3)-The truss has been designed for a live load of 20.0psf on he,bottom chord in alt areas some a wangte 300 teff by 200 w1Ue will fit between IM bottom chord and any other members. 4)Refer to girder(s)for trues to Huss connections. 5)Provide enacMnicel connecrion(by chars)of inns,to them,plate capable d Withstanding 10016 upNl al jdnt(s)7.1 except GWb) 9=160. QWAAMNa�ywe/aeawnpnY,nhm mdRsea NOIae PY 7M8Affio LUOEa M1ExeEFFMMCEPAMM1 m.la0YA169EFaflE Val ��' WIJ'Mr✓awYY'uIIN MIIMrmmnmtlm IK Wynna tloN,1 pamwie¢ .or, kIwm1tlINOYl he ccmrmrwnl.ret Irmwelall.aelwe ree.IM IwtrMy1 de9{Nxir muilvenly IM4CpnMM/o(tlesb'r,ppenrelersadgcPerlYHndpadn R8 CeW111nM IM overall �wedvvhairy.nxlaos{aevevnP��il:{xNwltn°rlpssu;,ar-ne`lno,On;el�vam.,set,vgenwdpMu�er�meme�nlL.r,-1rn MiTek� ..a,vona.OeIRnrY.—.—nM.1,rb lnmavm]Ilea ryM—a svfoMI GIIry Mxb,p99 aLaM aC9191MInp Corrymenl HOO Gerta Eexr BMJ. bey MMnplm w3ltxYe hen him IYNe In.Tute.2 l N.Lee al aIle]IR,et—llo.1PZ1]IC. a *a.Pa.FL 6x10 Job 4 Truces Truce Tyye OIy Ply Riverside Homes-Lot 121 ABCC-JB B3 4655 J1WC07 CIXi MONDPITCH 2 1 Job Rehd v. o tiorel -sly Building Suppllea, Jacxsamille,0. 6.010 aPpr 202018MITeelydusbiea,Iris. Tw Aug2315:ce:222018Pege1 ID:taUUdCTUm0Dgd4Vf12l0p0VpF hBgWTpRWU17Kw9 jbL WbKCMBpE28WA.Ax S6d 1188 ' 5H S64 � 2W a Sole-1:47.1 400 12 3 a4; e 2 ] 8M s f 8 4 1.vn I y4- a5 F SB 118 584 Sea8 LOAONJO (psR SPACING 2-0.0 CSI. DEFL m Ooc) Vi Lb PU.TES GRIP TCLL 20.0 %ate I DOL 1.25 TC 0.45 Ve0(LL) 402 >9% 240 MT20 294/190 TCDL ].0 l.wnoer DOL 1.25 BC 0.3] Vent(TL) -0.05 4S >999 1N BCU- 0.0 ' Rep Sd.lncr VES WB 0.11 Horz(TL) 0.00 4 red Wa BCDL 10.0 Cade FBC2019RPp00] MNNI-MSH Weight:82 lb FT=20X. LUMBER- BRACNG TOPCHORD 264 SP Nat TOP CHORD Stmotuwl woad sheathhg directlyappged or" oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x0 SP No.2 BOT CHORD Rigid ceiling dirartyappfmd or 93-10 oc owing. WEBS 1Row at micipt 34.2-4 REACTIONS. Obviate) "all 6,4.T9&RAachanicel Max How 61M(LC 9) Max Uplift 6-T(LC 8),4=13RLC 9) FORCES, Ob)-Was.Comp.RAax.Ten.-A t forces 250(ID)or less except When shown. TOP CHORD 1-T=-258/110,1-E-352206 BOT CHORD S 3901346,6-rz-28.'i338 WEBS 2-4-359263,1-5=1332ag NOTES 1)Wind:ASCE]-10;Vult=13Gnph(3aeoond gnat)Veatl=tatmph;TCDtr4.2psf;BCDl--SDdsl;h=25ft;B=45ft;L ,fit;aevs4ft;Cat. If,Exp B;Encl.,GCs-0.16;MFRS(directional)and C-C EMsnor(2)0-1-12 W 3.1-12,fMerid(1)3-1-12 to 10-10-12 tone; cantilever left and right exposed;and vertical ftentl right.,pal f ermembers and forces&MFRS for reactions N1mee; Lumber DOL-1.60 sate grip DOL=1.60 2)Thls truss has been designed for a 10.0 psf bottom shod live load noncorcurrent With any other Ilve loads. 3)-This house has been designed for a live load of 20.01 on the bottom shod in At areas w*re a rectangle 360 fall by 240 WIEe Wit flit betwaen the boftdn chord and arty,other members. 4)Refer to girder(s)for Imss to Imes connedlons. 5)Provide mecranlcsl connedlon(by others)of truss to bearing plate capeNe of withstWMing 100 It Unlit at joint(s)6 except gt=w) 4=134. A- ywNTM.&wpwwnwwx m4aaAd NOTES dI iMt<N .Iddad.eEFEeANCE FA6E MR)OlJ m.1aRV IS aIldHE SE. DeddnWdla�Mywlln WlsMa nmrecbn.Rh Ma�hlvaM wAy ur-L anefeie.Nown m d loi m ir]vdwi ru.tll, win uv"I"." 1NID MKKn.wkR 6e.IM MM,an nnvv ieimin1wry11egylktlLlnof Ween W�m�obnav�p noFt.l azo✓aafe lotae v,loco lot ovaiall y N43g Won.HdlVlMCale]hbPevs,lMtllM WxdluNW huowebuondipi wtlm.moneW NLYX eeA HmM.wYmOMmMnnl lxe�clrg Malek' saway�eRhdnrmrlrymeto aerrem�mae wn 1>owae� M.r meworem�ar�we. ioi �uf we�„cr aaarw.a 11< pbGob� e,tlelNdy.mecKnoWM Yporr aMlnmmee�t mMNSYMrOWNenIxM.Wa-09aW V:aI wYMpeengvwnr I .w e E.S6Na. T a.ryx4ninm�a�dy4e non emmle rmmne.zran.Leemeat.vie]rz ueuiab.vnnala. .,ry.. l sa6ro Job , Time Team Type Oty '- Ply Rivemide Homa,-Lot 121 ABC--JB Bas ese J16p40] C04 Heli Hip 1 f Job AS ffeance eMl Memirg Build,Supplies, Jmkaomille.FL B.OIDaApr202016 MReklndusNm,Iceug. Too A 23 15:06�2016 Papel ID:MUUa 7lI nODgMVr12l=VpF-hBgRxTpu Ui7Kw4e91bU5W"HXB 8nOAwyka0 489 019 i11-00 4 S 450 1-11-0 W 35— Sole=146A 4.00 F12 3 4 2 0 15A4 1 B 0 6 5 314 W— 3e II o-t3 I n99 01A tgl-0 LOADNO"0 SPACING 2-0-0 CBI. DEFL In 0.) VCM W PLATES G p TCLL 20.0 Plate Grip DOL 1.25 TG 0.49 VM(LL) -0.19 6-0 > 4 240 wm EN1190 TCOL T.0 Lumber DOL 1.25 BC 0.80 Vea(TL) -0.46 6-7 >M 180 BOLL 0.0 ' Rep Shea,lncr YES WB 0.28 moral 0.00 5 into into BCDL 10.0 Code FBC2014 12007 fKirbo-MSH WegM:93 fb 7=2M LUMBER BRADING- TOPCHORD 2x4 SP No2 TOPCHORD Structure!vpod sheath!,directly applied or e-0-0oc pullirm, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4SP No2 BOTCHORD Ri9rd ceiling dkecny applied or 600¢heading. REACTION& (bhrm) 5=398110achanical,7=398103-8 Mex Harz]=249(LC 9) Max Uplift 5=-148(LC 9),]=RI(LG 8) Max G.5=419(LC 17),]--126(LC 18) FORCE& (Ib)-Max Comp,nAax Ten.-All forces 250(Ib)orlessexceptxtlana1lown. TOP CHORD 4-6=-5561260 BOTCMORD 6-]=-300910 WEBS 4{-282/550,2-]=292/180 NOTES 1)UnMamed roof Iia loads nave been coredemd mania dmlgn. 2)WIW:ASCE]-10;Vult=130mph(3aecond gust)Va 101mph;TCD".2ps1;BCDL=3.Opsf;h=25h;B- 5h;L=24X;a fce tf;Cot. 11;Exp B;End,,GCV-=0.18;MW FRS(dimcbmah)and 0 Exmrlor(2)art 12 to 3-1-12,hnedor(1)3-1-12 to 9-1-8.EAerior(2)9-1-8 to 10 10 12 nine;canNewr left and right expceed;end YMlcal left and right exposed;C-C for members and from 8 MFRS for reu,llons shown;Wmber DOL=1.80 plate grip DOL--1.60 3)Provide adequate drNrege to prevent water ponding. 4)Thls truss has been dmlgned for a 10.0 psi bottom chord the bad nomoncunant with any other live loads. 5)-TMs truss has been designed!for a live load of 20.0psf on the bottom chord in all areas where a rectangle 380 fall by 2-00 ride will 8t bafwaen the bottom chord and any other membem,With BCDL=10.Opsf. e)Refer to ginfer(s)for tmea to Imes connect erN. ])Provide mechanical!connection(by ahem)at Duro to bearing plate capate of wlmstarbmg 1001b uplift at lolM(s)]except g1=11p) 5=148. N-NuWP.%IWn-VaMy CeNpn Pannwran anONEAe HOTEe QV TXSFNe AYLLVOEe MIfEx FEfFPxNLE PAfiE �' ata,u�env mm PflaPP`a.mn�.:lo,s.m:-IN aL�aaanvawal>aan�alenma..,a.a�an �onlwve awrrerw��m�m.—i N-Nue. aelore We.lre auargaammre�meet mnh nm�ydwa4m ola�Mn Larxneleia,dwa�nrmwn�la nmmrgnnm rein o.a.l wAe�M aem9e a«ea xacaadam werrenl aKPn�g of Y.mnn m®wma,ao,awdmnnim «+r oeaxom Mmw�rmeeE+,�,IMnaae Welk' k off—dYetlb iaNey lbweVmlcalW vMhq�epewMaMN ad wMa�lVd nrBe. - 9Erer..a mgWd�q nye rdMEdtrlG cN em Y.aeclbn addacx r. to esaM M1w MlemLreakXSVIR10u CMvlo,emJ9atl aL5l lNMnY<OmWeMe a ,R-eff1ii fsNr InMnWb�wtlale Yan fns Rale MPD&RIe N.lee SYm1.9Yle]I4.IbvuxYb.VRN. Tenpa.FL 3]510 JOD a ITrlss Trues Type O1Y PlyRNemiM llmres-Lot 121 ABCC-JB 833 65] J180401 CAS Ropeci ot sal 1 1 Job ReMenm o Gonad Mvnim BuiMing 5lypliee, Jxkmmille,FL 8.010sri2i 0E-MOklnGuslrQcWWW$EAup2315;038NR16 Pe9e1 IDMUU6CTUc1/JDgMVr1210NVpF-90pg9pgW Oqc&WGCSEquvtlk9x11wD38NRECiN}kxv_ a.6z 9 -11 11-0.e ' 46z s2-10 I z313 ' bis o 8.Ml 12 Scales 1:41s s.o0 12 3 3m A4% 6 4 2 9 15N I ' 1 1 d 10 6 9f14= '.519= 1.sw 11 8`611 Lot 8`611 2313 LOADING(psi) BPALRMq- 280 CSI. DEFL N (roc) Met 1M PLATES GRIP TCLL 20.0 PIe1a Gdp DOL L25 TC 0.27 Vm1(U) -0.14 67 >905 240 MT20 244/190 TCDL 7.0 Wmber,DOL 1.25 SC 0.86 Ved(TL) -0.34 67 >375 190 DCLL OB Rep Stress lmr YES WB 0.27 Hoz(TL) 0.00 5 we nee BCDL 10.0 Code FBC2014?P12007 MMrbl-MSH Weight:8918` FT=20% LUMBER- BRACMG- TOPCHORD 2x4 SP Not TOPCHORD Structured woad eheathbg dlredly applled or 6-00 m pudica, BOTCHORD 2x4SP Not except end veNcals. WEBS 20 SP No.2 BOTCHORD Rigk ceiling dheetiy appled or 6-0-0oc bracing. REACTIONS. (Ib/slze) �3 allala henimL 7>.RB8103-8 Max Hoe 7=222(LC 11) Well,Upit 5=E (LC 12),]=T/(LC 8) Max Grav 5=399(LC 17),7412(IC 18) FORCES. db)-Max Cad,AAaX Ten.-All forms 250 Q8`)or leas except ellen shown. TOPCHORD 4= (V209 BOTCHORD 6-7-235268 WEBS 2-7=-295119,4-6=19WW NOTES- 1)Unbalanced roof I"Ideas have been coreadared for five desgnn, 2)Wird:ASCE 7-19;Vu t=13Unph(3aaoon l gust)Vasd=101 mph;TCDL=4.2p3f;BCDL-3 opaf;b25fl;B-15f;L=246;eava-0t;Oat II;Exp B;End.,GCpl-=0.18;MW FRS(directional)and C-C Elderror(2)01-12 to 3-1-12,Iremor(1)3-1-12 to 6611,Ertmor(2) 88111010-10-12 zone;catailever deft am right exi mec;and vertical left eM fight exposetl;CL for membem am 1.8 MW FRS for rmdlone shown;Lumber D01=1.80 plate gnp D01=180 3)This hose has been designed lora 10.0 psi bottom dwrd hre load ndMenmRBm with any other live loads. 4)-This truss hes been desgrred for a five load of 20.OpN on the whom drone M add areae wham a dedanple 38-0 tall by 2-0 Wde wg1 fit poll the Whom dtold and any other membem,eiMl BCDL=10.opef. 5)Rader to glydeRs)for truss to truss connections. 6)Pmvlde mechanical conneotlm(by adhere)of trues to bending date capable of W"anding 100 to uplin at Johnnie)5,7. Q e4M'Na-YWy oev,,esMw.el ..aelEa eN 1a64Ne WmI1eEO NnEN eEfEa .PAda IM]4A m.m0.YNIe9E .. Doom..for My'MIn...ccmact—The olk.on'., c�dlslw ollldlutlwl Iv4dea camnwwnl.rat ryiMT Bsnpe�ae.ing bMNO deAl�w mut venry 9�a¢pka[aryon�Ym waaenenaM IXo��IY xu:aryxale lM4afNndr—u enlend kchvary tepee M>t?IMaWlopeVentcdl NA4a Feaiil klkryaggqallydm�aY9lw�CalAAdhOba JR I(• Sonny ,slgrpe.tleWery.aeclles av]MacegUeuammtl n oultmu aaaexandor VA MCdlalh.D]ed9 oMKLatlnpCmlppwnl eBWPMe Em19N4. fa1Ny Iwp�naM avd2MM1an Ines Rale Made.218 N.Lee SM1aet 9116>12 PlaiuMh VA M14. iarlpe.Gl 93610 Job a Truss Tmu Type Ory %Y Piwlvde Homes-Lal lzi ABCC-JB TB391650 J1604W 001 COMMON SUPPORTED GAB 1 1 Job Refererce o goral Menrinp Buldnp Supplies, Jedoomille,FL 6.010s Apr202016 MlTek lMldines,Irc. Tw Alg 2315:06342016 Popa1 ID:IwUUCC]IUcrODgMVr1210xOVpF-eayCM&6BepNe4TIem6R]A¢LBIIpLF5gEpyk+wx nz a 14 so 5x5= swe=l:zas 4 vn II m II fi.W 12 5 3 2x4 II 6 bA L. 1 ] j a d .y41 12 11 10 9 8 hI C 154a a I.Ses n 1. a 1 w T 1.sx4 I +45 +4s0 _ LOADMO 00 SPACING- 2-00 CSL DEFL In poc) talon w PLATES GRP TOLL 20.0 paste Grip DOL 125 TC 0.04 Vert(LL) Na - Na 999 MTZO 244/+90 TCDL 7.0 Lumber DOL 125 BC 0.05 VegTL) Ne - Na 999 BOLL 0.0 ' Rep Shesslncr YES WB 0.03 HoRCTL) 0.00 7 We Na BODL 10.0 Cade FBC2014TP12007 Wrx-SH WNght:7811, Fr=211% LUNSE W BRACING- TOPCHORD 2x65P No.2 TOPCHORD Stdamel aopd mashing directly applied or 60.0 w Inteim, BOTCHORD 2x4 SP No.2 BOTCHORD Rigid cellllg dlreclly applied or 1000 oc order, OTHERS 2x4 SP No.2 REACTIONS. All beenlge 14-50. (1b) Max Hoa 1—SS(LC 10) Max Upliil All uplift 10016orleas ajoba )1,],11,12,9,8 Max Gray All raadlmw 2500 or fem el)dM(s11,],10,11,12,9,8 FORCES. (Ib)-Max ComplMax Ten.-Aftf e250(Ib)orlesse¢epiwheashoan. NOTE& i)Ur amW roof tive loads 0eve been wmidersd lortnis design. 2)Wind:ASCE 7-10;Vul1=130mph(3woend gust)VayI0l mph;TCDIa12ps1;301)".Opsf;0458;B=45X;L44ft;ead 211;Cel. 11;Elm B;Fret,GCpi=0.18;MFRS Munn 0oreQ and G O ftvft3)0-7-3 to 3-7-3,Exlenor(2)37-3 to 7-2-8,Centra )7-2E to 10-2 8 zona,wmdlever,left and right exposed;end vedlcal 10 and right elmwed;C-C for members and homes 8 MFRS for reectimw slI Lumber DOI--T60 plate pdp DOL_1.0 3)Tmss designed for Wind loads In the plane of the truss only. For studs exposed to WM(normal to toe face),see Standard Industry Gable End Definite as appllcalNe,or oollsutt qualified building designer as per ANS9TPI 1, 4)Garde requires continuous bottom chord bea0ng. 5)Gale studs spaced at 20-0oc. 6)This toss has been designed fora 10.01e1 bottom cndrd live load rwrconwnent Wtb any cher live loads. 7)-This truss has been designed it a live Toed of 20-0pN on the bottom chord in all areas a0ers a raCMI3A-0tall by 2-00 wide all IX between the bottom chord and any oOer members. 8)Provide nuoth leaf cmnediw(by u10e s)of tress to bearing plate capable d Wt0standing 100 to uplift at Journal)1,7,11,12,9,8. V ry Yp. k - X M II 41 I ■•—YN LL I4 -I tt "'.I G. J IN �av,r e " 4,1,�� I I I I I . an , , L..,,,, MiTeK yalmxkeae / wsy 56 e9oMIIC5 ng Cempenenl ma Pmke EUI Iftd salary nlar am vtlo4. o fuss%ole Ys11U.,lfe..lee Is-,elle o lR,PleaorvJh VA YCJ. , t Job Trus Trim Type GN Pty Ramada Hames-Lot 121 ABCC-JB '9331668 J18M0] E01 ROOFSPECIALSUPPORT 1 1 Jab Reference o sn Mm arN B.IIId1lx Supplies, JeospMlla,FL a➢toe Ap202016MITak lntlusNeses,Inc. TU Aug 2315:06162018 Pellet 3 12 Y012 ID:IwUUeC]IUcnODgMVrl2lWOVpF-B V.Vn A.Z_adJHHIzLj7gITE0A2UgHJ.Fykwuy 612 50ep12. 32g0d f 3012 20L 20-0 2-00 2A110.12. 16-51 0 Sod 165J � yS= Son-1 72.8 u 3 15 &O t3 16 _ 0 1] 5 10 1B 3 ] is 2 28 2 2 27 3M= 23 2t A 1 28 I.SN II 1.5x1 11 1.5W II 22 y 1.SM II s `� 3W 36 gp 34 33 y ap 29 50312 15W II 1.5. II y0 a I. W ee 1.5xa II Trea III an n 1,W 11 "a fare 11 3x4. awz SOIz ]a12 9012 n-OR 1150 28so 3z T 3 01Y 280 2-00 2-0-0 000 dI 900 958 Plate 011seh l%.VI- 130:0-2801-11 LOADING(gall) SPACING- 28O CSI. DEF, M (roc) VOM lb PLATES GRIP TCLL 20.0 Plate GNP DOL 1.25 TC 0.0] Ved(LL) Ne - Na Off W20 2"'911 TCDL ].0 Lumber DOL 1.25 BC 0.10 Val Ne - Na 999 BOLL 0.0fled Stress Incr YES WB 0.11 HodI 0.01 21 Ns Ne BCDL 10.0 Code FBC20 ,VTPI2007 Nast H yed,hl:251 I6 FT=20°6 LUMBER- BRACING- TOPCHORD 2x8 SP No.2 TOPCHORD SLuduml wood sheathing directly applied or"-0 do puOlrs. BOT CHORD 2W SP Nat BOT CHORD Rigid tailing diraBysppliedor 1000 acdadlq, ExwpC WEBS 2W SP NI 6-0-0 oc humid,3031,24-25.22-23. OTHERS 9%SP Nat WEBS T-B..: 20 SP No.2-14-29.1333 Fasten(2X) T and I bmtee to narrow edge Of web MN 10d (0.131161')naps,On O a,Vh Nd mldmum end dlstance. Bose must cover 0%of weed length. JOINTS 1 Brace at Jl(s):12,9 REACTIONS. Allbeadllgs32-10d. (II- Mm Ho. 1-210(LC 10) Mex Uplift All uplift 10016 or lass at lolnt(s)1,21,25,30,28,2],26,24,2$ 22,38,35,33,32 except 31=-183(LC 12) Max Gmv All W,35, 82501 dor lata N lolnl(s)1,21,26.29,30,017) 26,24, fit].W,35,34,33,32 except 22=2]4(LG 18),31=293(,6 1� FORCES. Bb)-Max.Gonpus4ex.Ten.-All forces 250(Ib)or less except Mien shoved. NOTES 1)UMdanced and live loads have been Considered for this design, 2)W Ind:ASCE 7-10;VU11=1 tumult(3sacond Band VWd=101drawn;TCDL=4.2psf;BCOl=3Apd;h=25ft;5--45ft;"art save=2lt;Cal. 11;EV B;End.,GI 8;MFRS(didedonag add C-C Comer(3)07-3 to 3-10-11,Extenor(2)3-1011 to 16-54,Corredth 18-54 to 19811 mW;indlever left aM right nNsed;end vea l len and light etgdemI for members and more&MFRS for rea0.shown;Lumber DOL=1.e0 date grip DOL=1,80 3)These designed for vend loads In Ilse pane of the was only, For apple exposed to Mnd(normal to the fate),see SIa11dow Industry Gable End Details as applicable,or consult qualified building designer as per ANSVIPI 1. 4)All pates are 2x4 W20 unless omelMse Indicated. 5)Gable requires continuous ballon chord a altng. 6)Gable studs spaced at 2-0-0 or, ])This truss has been designed for a 10.0 net bottom chord Ilve load notwmmmenl MN any other Ilve loads. 8)'The truss has been Welgned for a live load d 20.Opsi on the bottom chord In all areas enters a rectangle tT6-0 tall by 2-0-0Mde MII fit between the W.chard and any other members. 9)Sold blacking is required on both sides of the buss at longs),31. 10)Provide metnedical connection(by amens)of truss to bearing plate capable of witnst WIW 10016 uplift at longs)1.21,25,30,28, 2],26,24,23,22,38,35,33,tr2 exwpt Qt=lb)31=163. 11)Beveled plate or shim incurred to provide cul Wanng eDdata with truss tMrd at loin id 21,25,29 28,27,26,24,23,22. 12)Graphical pudin representation does not depict Ire arm or the transition of Ne pudin along the tap anNor dona0 cbmd. 13)Warning:Additional permanent and statuli y breath,for trues sprain(not part of Nis component design)is always required. QM . . son -v rywm,y.,.ir...,enuoxorvox]msnxo xrcluoeo wrexaaeoWxcesAaewrna,...rammrseeroxe use �'' YJrlwrvnt awl InniyYau aelae v¢,Ine[uYbprle53ina rant ve�INlhe agxkJJlry of dN{In tnrmaRmaq�wriYlncwPn ale Rktlegp lMolMowndl bAay(b'bn.9mlglMkd�6bwevs1M1tl11rporlMMDUS ivaweO m]/troMOmem� IY.�tlIM'wl lemnwaY�x�d MamannlMmJrp MiTeK 9awtwrayA.glw xmarmd mwe'mal mAu*e wen I>oW+e I>eatae ye.v as wwa�ty demure. Ion Deneitlaadmee,eeaare Ire anday nCacVe.d&Nary.arecllmaM mater.llnml by Oct vrygemx nalN6VTI QWIy CMMgDSa-09aM x051 WM]Np Comparunl 04Pa,Me Eesi BFd. edaly kaomrdlwr avWtle M1an eusfiole lnslllule.Ole".lee 5lrcet.Slle311,Nem.xb.VRRRJIE. ae Job Tmea Tree Type Qty Ply Rosetta Homes-Lot 121 ASCC-JB 039a6D0 J1604D] E02 ROW 6pedN 4 f ""Re" " b Reisrence oIlorval Mwr3rp BDldrlg Supplies, JNkswwille,FL B.D18s Apr202016MTeklntlusNes,lrcAM. Tue A 29,6:08282018 Page ID:faUIkCAUshODgM14121(fzOVpF-e33ynrsPll_OslmftYt)dVYFaY8gpMJe3Ppalh4rwsx Ap41 1}< 146-0 taH 240.3 MF 1 A] 1 ADnt AYP no+p aW oy 1]a fo ses sa, as s a 23 24 em .2 6 38 i 3 4e4 i 2 22 B 4p y 6� ] 0 ,2 „ ad" 5.0 ,2 3x0 I. rest 1 56_ 4x1D 11 ,aa4 We N. o w :y. I .,,.,2 I 1 PIa18Ofteere(XYF- 11:0300.1-51]18:64-13 b241 LOADING(psf) SPACING 240 CSI. DEFL in Qoc) Wall IW PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.80 Valli -0.17 42) >999 240 M>20 2"190 TOOL 7.0 Lumber DOL 1.25 BC 0.88 Veda) -0.46 8-20 x471 180 BCI, 0.0 ' Rep Stress Ircr YES WB 0.55 Horz(1L) 0.05 B We we BCDL 10.0 Code FBC201,VTPI200] MaMx-MSH Waght:20Blb FT=20°8 LUMBER, BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood smangra,directly applied or 3109¢pWrlce. BOTCHORD 2x4 SP No.2 BOT CHORD RIgMcdNNdirecdyapphedor10-00ocbmcing, Except: WEBS 2x4 SP No.2'Except' 6-00 co bracing:10-11. 3132x8 SP No.2 WEBS 1Roe at micipt 411 OTHERS 9W SP No.2 TBrece: 2x4SPN0.2-313,610,5-10 SLIDER Left 2tR SP No.2 20.0,Right 2x6 SP No.22-0-0 Fasten(21<JTarld IbraW3tOnaROWedgeWweb Yl1M1Hs! (0.13113')rally,So o.c.,Wth an minimum end dle,ance. REACTIONS. Qb41ze) 14151658,8=59tN3-8,11=td27pSe Beam most wve]90%ol weU length. Mex Hort 1-2218i 10) Mex Uplift 1=159(LC 12),8112),11=140(1.1312) Max Grey 1476)LC 21),0=5g1(LC 22),11=1427(1.13 1) FORCES, Qb)-Mex.CompWax.Ten.-AlNoress 250 Qtr)or less except sewn sysin. TOPCHORD 1-3=452259,34=10M350,4-5-327M6,5629G'202,6B=-111&471 BOT CHORD i-12=-1301360,11-12=131558,610=293584,69=298590 WEBS 11-1 3=-13 5 92 24,4-13=-99852.313=560218,312-0Iffi3,64_-18&896, 6-id-1180/432,510=-2]9/195,4-10590 NOTES- 1)Unbalanced roof Ilse loads flava been considered fortis realign. 2)Wind:ASCE 7-10;VUIt=13Orph(3-momrd gust)Vasil=t0lmph;TCOIr4.2psi;BCDl,-S0psf;ft=25ft;B=45ft;L=39X;ease=411;Cal. II;Exp B;End.,GCl 18;MW FRS(direcdoreD and C-C Exledor)2)040 to 334,Intimahl)3-3-]to 16-54,Exleri 1654 to 19811 mna;can111ever lett and right exposed;and yedlcal left and right exposed;G-C for members add forces&MFRS for wisdom stories;Lumber DOL-1.60 plate grip DOL-i 63 3)This Inas has bean designed for a 10.0 psi bottom chord Ilse load ro nconwrtent Win any oMe,live Ieatls. 4)'This muss has been designed for a Ilya load of N.Opsf on the bottom Word In all areas where a rectangle 38 0 teat by 240 vnde Wit fit between the bottom cM1ON and any other members. 5)Sewing at lgnt(9)8 considers parallel to grain value using ANSUFPI 1 angle to gran bnnu s, Building designer should verity capacity of reamg surface. 8)Provlde maciparoal correction(by otlrers)of cess to hearing plate capable of vnmstarrdmg 100 to Uplift at kings)except 0t=1b) 1=159.8=176,11=140. 7)Warning:Addimond permanent and samfily bredng for hums system(not part of this oomponem design)is deep residual. Usw4wo1. v.xx4wpnF�r ��' Usolon.1-,t l n w11mM exn eI ipie Pet iMl MNq W5t , lr I A tur, I I I t I I I I. I Ir ' u lM9J r t.lBi l H..-_ , It - 1. I 1 a 1 l . �l MiTek k arwrM�. ;:,,. IUMatN,51wa9e.MlNeryerea lbs arvldmlllg Ilnra�uMin a.yseme iselasVIP110uNh CM ,D50-09 see yC51 WX]Iq Conywrxa U, 11t.0 Salcey lrMmoYonoWtlLe icer auu Hare lWllNn.xla n.Lee ,ee. a e. rinla 1.np..FL 3Yro Job , Truss T.Type Oty Ply Rieamlde Hanes.La 121 MCC-JB T9339681 JIM07 IE03 Fod!Sparal 1 1 Job Refalama o liorral Naming BuilOing Supplies. Jackeomnlle,FL 8.ODgMV lOzDVp MiWK9Btuslnea,Im. Tw Aug2OYMs:920113Pegei ID:MVIhCTUcnODgMV0210zOVpF 28dK7B11U36HEso2RUm2moGOY01eum13ZOr0ykwvw ]d-0 14bO iBSO t 21413 8'LD 2]-N 32118 ]d4 AP12 2Ad N-0 1J3 34] SB-1 faa= 8-1=1:]1 A 5 t.w II a 21 22 BW F12 16th II fbili e 3 4 3 M G 2 � 0 4x4 1 � I pp= 6 dI z4 11 m 1z 39 It sal u m 6x8- 3x10 II ]did 13-11A 140 z35o 32.108 ]id 6]d OSB 400 9SB %aie 0%eeblKYl– f1:03-00.1-51[dOd-190.3411190-S12 b2-91 LOADING OW) SPACING- 2-0-0 CSI. OEfL In god) Weil IM PLATES GRIP TCLL 20.0 Plate Grip DOL125 TO 0.90 Val(LL) 0 V 410 a483 240 WIN) 244/190 TCDL 7.0 Wmber DOL 1.25 BC 0.66 VedQL) -0.55 410 >196 180 BOLL 0.0Rep Street lncr YES WB 0.85 Hoa(TL) -0.04 a Ne Na BCDL 10.0 Cade FBC2014/fP12007 MatrixMSH 111191 lb 1`1'=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOP CHORD Stmcturel wood shmi d1mi applied ort-2-0 oc burins. BOTCHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly appled or l0-0-0oc bracing. WEBS 2x4 SP bet WEBS T-Brace: 20SPNa2 &10,4-10,5-10 OTHERS 2x4 SP No.2 Fasten(2)) T antl I breves to naoowedga of web Wth 10d SLIDER Leg 25 SP No.2 2-M,Rght 2r11 SP No.2 2-0-0 (0.131-x3)halt,fun o.c.,Wth Wi minimum end dlalsnee. BMW must corer 90%of web length. REACTIONS. All beatings 18-I t-0except owengm)195Ji. Qin) Mix Horz 1=-228(LC 19) Mex Uplift All Labor 1001b or leu attempt)10,gamete 1=18OLC 12),8=1A(LC 12) Max Gmv All neatens B=!M Mee etpim(s)except 1=859(LC 1),BS28(LC 18),10=]20ILG iF 10=]20(LC i), 9=531(LC 1),8=522(LG 1) FORCES. Ob)-Max Canp.M .Ten.-Allforces250(Ib)ar1asexceptwhensfxmn. TOPCHORD 1-9=-]2&331,34=47alO,45=5W410,5f-11791870,8-&-94N473 BOTCHORD 1-11=175590,1 0.11=-1 755 9 0,41 0=-162 91,8-8=-2 9 908 3 WEBS 3-11 X296,310=569211,6-10�29fl/t94,5A�445Pon,e-e=ste916 NOTES 1)UnbNamed root 11W loads Have been considered for Ms tlasign. 2)Wind:ASCE 7-10;Vuft=:I nph Of second gust)Val 01 mph;TCD".2psl;BCD".Opl;R15f1;13=45g;L=33tl;eays4fl;Cat. 11;EN1 B;Encl.,GCpI:d0 18;MWFRS(dire,donaq aril 0 ENerlorQl 000 to"-7,Intedon(1)337 to 1654,ENedoR211654 to 19811 zale;can8lever tat and night exposed;end WmWt leg and right aNassi for mambas and fames 8 MFRS for Madonna shorn;Lumber DOL-1.60 plate grip DOL-1.60 3)TMs truss has been designed for a 10.0 psf bedom chord Ilse load nonemcurrent WIh airy other IIW loads. 4)-This truss has bean designed for a live bad of 20.0pst an Re bollwn ehoal in all rias Wrens a realmgle 38-0 WI by 2-00 Wde Wit fig between the bottom ideal mal any other members,With BCOL=1bl),. 5)Protide mechanical counsetlon(by other)of trues to beading plate capable of Wlhatanding 1091h uplift at Iolnton 10,9 except 01=Ib)1-186,8=17),8=1T1. 6)Warnin Additional Perna mint and stablllty brazing for truss system(not pad of this 00m,dorlent design)is always required Q wAwma.wegxd.p,e...wn..,ea ou,.ox]r®Axawuuam rnsxaaraxaGE FapE4wz4Nm.+awn Is earo.ausa. l>.a4ar adaar era mal Win Mta�canwcim.PwaaoPrSl,®dorvvwoa paanrelantlroxn.mdaramtMtld aaaty=aa4.orarn roi �[ IIW 9yllBrn �Iae iae.Me dltyp Ee$rerm-ivWNBra at;acaLNol rp�amiertatl wMaly x,a aiporare Kdailgn Y,b mu—ltl xaa�.+ws� aw�a�.rowlnQaana°rem 1pam°'"ia re�arnlwv��aw vd wr'a esen—r madiro3»�reravau MiTek AnkarM ainVK.aeAwuv cvxlMnutlhaW aMmesaW Mm Abamv-6VILTI1 fIWM QXw10.UAMmlaCllMMiYemiWrMar 6904 F.,Fe E-Wd Somr iMsuiW,ne ,rHr hrm mm Mala LWIMe.218 N.lm weal.sxl 31z Neevbtl VA 2zs14. i Tana.11 aaelo Jop Tem TranTylw OIY Pty grounds Homs..Let 121 ABCC-JB 93002 J160M] E04 Roof Special 9 1 JOURaterence feel Meaning Building Supplies, JecMOmfiM,FL adlOSApr2020161Aff"lndnsisi Tu9Aup2315:08202010 Feel JD:NNUSC71UcrODgn4VmaOadIVpF-W L8iCXNEMF0IFN EPy9b2LT"DoOUxWjlitNeykww ]dJ ]JJ lO 165J fl. 3 116-0 ZIA] 921e0 ]iJ 11-0 7612 z-0J 6J-0 LI3 3&] Set q0= Scale 1684 5 95 i 4 z4zs a..Fla Yd J 6 dr6 0 3 26 44402 9 WI e� 06 ] Itl B & alf 6 12 11 2,81 5.[0 12 ad, II 18,4 0 O b1e0har. F 09p�p O Rete Oieete MY4- x1:09-0ai-sl I&a4-19azAx lil:oS12 a291 LOAOWG(psi) SPACING- 2-0-0 CSI. OEFL In gw) Wag tW PLATES GRIP TCLL 20.0 Rale Gdp DOL1.25 TC 0.80 Vel -0.16421 >999 240 W20 &41190 TCDL 7.0 Lumber DOL 1.25 SC 479 Vol -0.43 9-21 >517 180 BCLL 0.0Rep Stress lwr VES WB 0.57 Hor2(TL) ODB 0 No We BCDL 10.0 Code FBC20l4TP12007 Math-MSH Weipld:201I1, FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Stlwtulal wood shoal directly applied or 4-]-]be puelre. BOT CHORD 2x4 SP Not BOTCHORD Alga Calling directly applied or 6-0-0w bmcin. WEBS 2x4 SP No.2 WEBS T-Broca: 2x4SPNu2L1I,&10.&10.311 OTHERS 2x4 SP No.2 FasNn(2X) TandliewastonarrowedgeofwebvAd110d SLIDER Leg 2x6 SP No.2 2-0-0,Right 2x6 SP Nora 2-0-0 DA 31 NY)mags,6ln o.c.,Wth Sin minimum end elegance. 8=5]4N-3 REACTIONS (Ibhize) 1=38&0-59, 9,11=14TIla&S Bruce must rover 90%0f web length. Max Hon, 1=228(LC 10) Max UPIM 1=-158(-012),&-1]8(LC 121.11=138(-012) Max G.I-46QLC 21),Sd]4(LC 1),11=14A(LC 1) FORCES. Ob)-MeX p.Mtax.Ten.-Allfomes250(lb)orlessexceptx nshown. TOPCHORD 1-3=-41525],34=SB(J]1,4-rs-28&328,5 -2342]8.8-8=1o2d448 BOT CHORD 1-12=125'359,11-12=124359,410=265959,&9=2TLB5B WEBS 4-11-1011]48,312 25,6—164]89,6-10=-10]440],&10=28843],4-10p77, 311=fi12121] NOTES 1)Unbalanced and lim loads have been wlreldemd forthls design. 2)WiM:ASCE]-10:VuILlI ph(3 nd gust)Vasd=101mph;TGDU.2psl;BCD".Opsf;h158;B=45g;L=338;esv ;CW. II;Exp B;End..00p�18;MWFRS(dmalond)a G-C Etledor(2)a0O to 33-],InNdrn(1)38]N 1&5-4,�edor(2)1&&4 M 19811 zine;cantilever lett and right el wed;eM vertical left and right exposed;C-C for members and forces 8 MFRS for reactions shown;Lumber DOL1.60 plate grip DOL-1.60 3)This Nass has been designed for a 10 On psi thotlan chord Ilve load noncwcurram sigh anry other lure Iwes. 4)-This truss has been designed for a Ilve load d 20.Opsl an Ins bdlom chord In on areas stere a rectangle 3 6-0 tell by 2J10 Wi Mg fit bdwaan the bottom chord and any again member,aflh BCDL=1O.O i 5)Bearing atjdi 8 considers parallel to gar value wing ANSVTR t angIa to man formula. Building designer should verily capacity d bearing sudaw. 6)Protide mwhanlced connection(by others)of truss to beading pate capable of wtlhshmaing IDO ib uplift at joint(s)except Qidb) 1=158,8=1]8,11=138. ])Warning:Additional permanenl and stability Mating for tmss system(not pad of this component design)is ass,required. QWA.- M eE1e aelEe CN 1n .IKLIKKyy .PNie ...a Ni.1 m..11 e6aPe. twilift,Wkl M imorfyNN Ml caeccRr.Rk deadu Is lvlyA aeY upan pummeam Mown aM hlu an Ii hJdRp compn—nl, I�Mkrn.Wlweuanvmaam mo—, �n...,na CCglcuFlN er[MLT lung Iert Rid prorynvR Mw�areMMNJn bno lhnovmal a,rmv dwa. 9«rai.xaenaie roamer weMred Mwad Mmwebamlu Wdmm,anReaY.�.dmbminamnrnumYmdl>�mma4MauYy MlTek' 9arwaR regAalRmxxPvaalowavmlealme wtmPw�e Perwnan9ry�wapenvdaoiwe. ran Berens eW'R�ca ra9mdrw roe ItYXiMairraiaw,i nm atl dacems,230 eimfmm Mmr31 ne6WL/MI VAM14,IwC.o90d9 ag0CL&iJgcuriPomM 6W1v.M a.—, .,aM 9yNy IrOpTWpn wdQJeawn Nv RWe Fa1Me.218 N.Iee Reel.Bile 312.Nsdm9b VP2'131 C. Temps Fl 30010 rJob Trus T.Type Oy Ply RNxM09 Homes-Lot t2t ABCC JB orpsOR3 418940] E05 Roof Special 1 1 JM get.. a lionel all Build,Supplies, Jacksamilla,FL 8.010 s Apr 202018 MiTe6lndustries,I.. Tap Aug 2315:06:282016 Pagel IDf AJVsC]IUcnODgMVmftooW:F_YI6%H9gN?TPy9Y]LE78IGMhTI(n41NMv0ydram 144 1450 I&SJ 2 ao i2IA6 3256 ]A-0 7042 1244 6 11 12 b39 470 Sw5- ser, t:an5 5 LSa4 II 4 as 24 Baot2 ads C 6 sw 3 s4 11 r dao i 2 p 11 56�� 6rB 6 B 1 10 13 12b 3m 11 15u«4 12 bra 11 7 JJ 14z4 t4I 2150 2]44 32-99 ]JJ 5mo o2tz aoo 439 azo Plate Oftsets(XY)-. I1:O3-00-t-sl lBo2-100-1-11112roA129241 LOADING pi SPACING- 2-0-0 CSI. DEFL M (Ion) vow LM PLATES GRIP TGLL Sao Plate GOp DOL 1.25 TC 0.78 Ved(LL) -0.2511-12 .BM 240 W20 2H190 TCDL 7a Lumber DOL 1.25 BC O.M Vad(TL) -0.65 11-12 .333 100 BCI-J- OD Hep Stress liter VES WB 0.89 lam BOB 9 Na No BCDL 10A Code FBC201MPI2m] Mary-MSH Weight:202 Ib Flf:: % LUMBER- BMCIM- TOPCHORD 9N BE No.2 TOPCHORD Strait wootl sheathing directly applied or 6A0 m purllns. BOTCHOBD 2x4SPNo2 BOTCHORD Rigid rating directly applied or 6-0-0 oc beri WEBS 2x4SP Nri WEBS T-Brace: 20 SP No2-3-12,4-12,5-12 OTHERS 2x4 SP No.2 FmMm(2x) T and 1 breves M nano.edge of web 1WM IM SLIDERLeft2x6SPNo.22-0-0,R4aM2110SPNo.1D2-(,0 (0.131'x3')Fall 6mo.a,affiran MiMmum end distance. Bmce must coves 90%of weD length. REACTIONS. (Ib/a2a) 1dd33At-54,4419rMeMenical,12=1]3]PoA8 Max Hoa 1=2 ,I LG 10) MaxUpIMb76(LC12),9-107(LC12),12—2 (LC 12) Mex Gray 1�95(LC 21),9 19(LC 1),12=1T37(LC 1) FORCES. gb)-Mat CanpJMax.Ten.-All iarcae 250(Ib)or less except when shown. TOPCHORD 1,'=-291Y191,30.-0/S18,d-5�533,SA-598/343,8]=-]2&338,]s=-]44254 BOTCHORD 11-12�OY1B4,1611-1&414,910=1521b08 WEBS 913#415,3-12=414228,4-12=-280/1130,5-12=944/19,5-11.26//904, 6-11-5115/300,&10-206'392 NOTES- 1)Unbaamad roof live Inds/lave been mmidemd forthb design. 2)Wind ASCE 7-10;Vult=130mph IS second gust)Vasd=101mph;TCDLJ.2psf;BCDI_3 apsC 11--25X;8-1511;L�3211;eava=4li;Cat. II;Exp B;Encl.,Gr i-0.18;MFRS(directions)and CC Ederim(2)0-00 to 3-2-12,Mtermat)12-12 to 165-0,Fatelbr(2)16-SA to 19-902me;canitlever left and right appear;and vertical left and right expeara -C for members am fomes 6 MFRS for reactions slp.n;Lumber DOL=1.60 plata grip D01=1.60 3)This truss Ilan been designed for a 10.0 At began chord live load nmlconmrrent wdh airy other We loads. 4)-This truss has baso designed!for a live load of 200pst on Me pattern ch0rE in all areas where a rectangle 34-0 tall by 2-0-0 Wds Wit fit belwaen Ble bottom chord add any other members,w1M BCDL=10.Opsl. 5)Rider t0 glided.)to,INas M tNs3 WFFerfil 6)Provide mechanical connection(by ethers)of mass M bearing Mate capable 0 ar hslanding 100 lb uplift at(oint(s)1 except fti 9=10712=284. 7)W aming:Additional permanent and stabillty bracing for truss system(not pari of this component design)Is always required. tl wanxwa-VMIy 4vlengnmrrsnan6aE4a NOIEs ox mreaxo wcwozo xrzex a[r[aaxc[vacswlmnv.rmuxlsearaae use pJpn vnplw uw omv u'1m Fes a,4warvxxlw.c misWWjahlxmMwYYu[*m gromdars9wxnr.ma rtrwmLglmnrd nxdlryl�+ rwnr rot [udO1iTWmdysorRemlJ.rBeehBreMosccMa HMIPeYaolWM Nbhpplo epvreon.lcderWl¢reCalMWvWegriltyboIglMMwd�Le pkeIXr[dd11Wy olf eC.f—yaapa ptahc�roReyrsdanM gcgeriy Maryral6Mkadend! ld! fo,da,aad, M .repaerRglMRS�ovemralbl vJg e ktxkoMalway.OaXay.aeclMrav]dn[:xq olMmeaaM Mnaystema wMW/IPIIGtlIy MMe,DYMatl aL94MpngepCMn1 aBM PeN EW&rtl. 9alNylnlwmdbr rnHklxeenn ln5r Rale lnetiMelle N.laz 5aae1.9x1e 3120brarM VR21314. inrp,FL 99519 i JOE a e TlW True Type GN %y Pivervtle Homes-Lal/21 ABCC-JB T03346W JIP/J40] E08 Hip 1 1 Job Raererce Mamlirg building Supplies, JeckaolMlle.FL UVIVil Apr202015MINKI admi ldi. TWAup2316'06:302016 Paget IDJWUUe AUcnODgOV112lOi VpF. k dCwn_Va MSgsTgO0pCm3WKCD lMRTyk W 1-7; 150.0 17104 2360 32JB ]]12 744 2-108 66a P106 ail 4a4- Sctle:&MV-1' 4 5 &W'11s �. 23 :W6 a6 f30 a 24 h4 i2 R1 B 6= ] $ 1 a I ,Ti ads d Id T9 i 1226 11 6a /2 Mf0 II 300 II ISw I Sas- R]-12 id-2d 1 0 9-168 2350 32)8 ]-]-12 S38 -12 368 56b &10.8 %aIe OlNas(%Vl- 11:6300.151 !442-B.Q1-131189-4-1011131 LOADING(psi) 6PACING- 2110 C81. OER- ti goc) Weft Ib PLATES GRIP TOLL 20.0 %ae Gdp DOL 1.25 TC 0.80 Ved(LL) 012 8-19 s899 X. AR20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Veil 8.32 9-19 >664 180 BCLI- 0.0 ' Rap Sbeu lrwr YES WB 0.56 HOR(TL) 0.06 B We We BCDL 10.0 Coda FBC201 lnti00] Madx-MSH Weight:19]M FT=20% LUIll BRACING- TOP CHORD 2x1 SP No.2 TOP CHORD Structural wood sheathing dlredlyapplled or 49.13 oc purlins. BOT CHORD 2x4SPNo.2 BOTCHORD Rigid ceiling direcflyappliedor l(Y0-0pc Madlg, Except: WEBS 2x4SP No.2 6O 0 on bracing:10.11. OTHERS 2x4 SP No.2 WEBS T-Bless: 2"SP No.2-3-11.4-11.610,610 SLIDER Left 2x6 SP No.22-QO,Right 21®SP No.1D 200 Fasten(2)() TendlDracest.morcweCge ofwebiall (0.131Y')palls.gin O.O.,VMh Nn minimum and distance. BMW raw cover 90f%of web length. REACTION& (Ib/elze) t=413Po-58,8=5841Mechenlcal,11=141111-68 Mall Hmo 1=-205(LC 10) Max UNX11=-185(LC 12),871791LC 12).11=-122(LC 12) Mex Gmv 14P(LC 21),0=564(LC 1),11=1412(LC 1) FORCES. QDI-Mex Camp.IMex.Ten.-All forces 250 QD)Ol leu exceN When drown. TOPCHORD 1-37451287,347146913,b5=-28]20558=-3951302,6�1055'I68 BOTCHORD 1-12716N414,11-12715W414,9-10=-2M74,0-9=-2 9 78 0 0 WEBS 31291'Mt,311=8W234,41L 030./60,4-10=6 515 9),6-10=1026994, 64-181!!80 NOTES 1)Unbaissfal rad Iles loads have been undisclosed for We design. 2)Wind ASCE 7-10;Vult=130mph(3Msdd di gust)Vasd=101 mph;TGDL=4.2psI;BCDL=3.Opaf;h25X;871511;L�2R eeve=Lil;Cat. II;Exp B;End.,GCph=0.18;MWFRS(dredlmal)and GC Exterior(2)0,60 to 32-12,Inial 32-12 to 1500,ENedOR2)150 to 17-10.&Imedor(1)22-5-5 to 32"zone;wntlever left and right ext,cal d;and WrIWl lett and night exposed for members and forces&MFRS for Madlons Ngwn;Lumber DOL=1.80 plate Slip DOI-1.00 3)Prostle adequate Cranage to prevent water ponding. 4)This Inlu fres been designed for B 10.0 psf bottom chord live load monwnwrrenl wXh any 011ierthae IoeCs. 6)'This truce has been Warmed!for a live load of tangpef on the Dotlom chord In al areas ahem a rectangle 38-O tarl by 2-0.0 aftla Wil nit radia n the bottom chord and any other Maratha,win BCDL=100pd. 6)Refer to glydeRe)for buss to true connections. 7)Provide mechanical connection(by Chess)of truss to bearing Nate capable of vnihstandllg 100 to uplift at joint(s)except 61=1b) 1=165.8=179,f1=122. 8)W amllg:Adtlhbnal permanent and stablllty Mating for imu system(not part of this component design)Is allays required. Q WARLNaVxMy 6xlanpwMxxn4RPAe HOTES QV IXIEFXO XIeLUOEaLMEx XEFEaXM[E PxaEM6 F1Ane 140YSIsaEFOPEUEE nftca s I ps WY`Mm AYIsn9aonreeWrs IPh-'r, .npi dsryyvx,l✓+�wo&urs9ww,.mfkbrm IMINaM F mLrot knollM d lir l lMk:nlMkrl ry�n iva,�l m[w hwof l�vMkl,K MmwM,1 m1/nerlwOrnemt»m Wl'^Vrnh Mdllb lanpaal'/a.1,tt iPonn.tool' 19 6 alwayreeled la,.11Vandto ud-d Puld condi nM .n.ilwo3ry.,Xllvery.x, .cn,dmnren14,m -n1.ayas riv Fdassi H 1 Sally dal OWsasi al Whine tmpolwa War Paft EM BM4. sentry WermpllOn t.'.f-suc Hole InsllnDe.219 N.lee Shawl..e12 Ne[a13My VAYld14 Tarms,FL ANO Job . Trust, a Typo 4 TlTrusOf, Ply a Annus Hames Lot 121 MCC-JB TB:134665 J180407 Eo] Hip f 1 Job Raerence Acrel Memirg Building SlgPlies, JedoaWlle,FL 0.0105 A,pr4Vd= VpF- blgYwd H,Ir¢. Tw Ng23 IFOPpmEWMd glasu ID:iwUUSC]IUrnOOgMVrl2bzOVpF-wMrgYwXXH61116p9VOiOry1 F9PpanENCN(E_rykws b]-12 1360 11450 15-5 8 25104 3238 6]-12 &4d 1-5-0i5 � 6612 66= Sfele�1:505 N4= sss= 4 5 a 6 6a0 12 1.6w II 23 26 sea o 9 ] a m4. zz 10 sw o z 6b- 6 f 11 9 are IO to 13 28 29 12 sen f2 ado n a6II aa= W= 6].12 14-24 1 SO 161oE 2350 3236 6]42 ]88 2 36-0 6168 Plate C95e15(X Y}. 11:09-00.t-51 14:0.2-80-1-131 IB:b25 O-1-191 19:0310.61-51 1129-5-124251 LOADING(psf) SPACING- 20-0 CSL DEFL M goo) VdfiB Lot PIKIES GRIP TCL- 20.0 May Gdp DOL 1.25 TC 0.513 Ved(LL) A1812-13 >978 240 M]2O 244/19D TCDL ].0 Lumber DOL 1.25 BC 0.60 Val -0.3010-20 >] 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.64 Horz(TL) 0.05 9 we wa BCDL 10.0 Cade FBC2O1VFP120O7 L1WM-MSH WeigN:2O2111, 7=20% Wli BRACING- TOP CHORD 24 SP No.2 TOPCHORD Shucked wood summing directly applied or 60-0 oc Wdins. BOT CHORD N4 Sp No.2BOTCHORD RigMcalilgdirectlyapplietlor6b0acbladlg. Escepl : WEBS 24SP1 1080 ac blood,9-10. OTHERS 2x4 SP No.2 WEBS T-Bence: 2x4 SP No 2-b12.5-12 SLIDER Left 2x8 SP No.2280,Right 241 SP No.1 D 2-60 Fester(2%1 TandIdacestonarrowmpof W3b Wm10tl (0.13113')nW15,61n o.a,Wth Nn mlNmum eM dstance. Brew must cover 90%ot web length. REACTIONS. Qlai 1=251110-43]IMeMankel,12_169]/0-5B Mail 1=1D(LC 10) Mal Uplift l=]5(LC 12),9=106(-012),12=285(LC 12) Max Gary Iii,G?LC 21),911),12=1 Sol 1) FORCES. (Ib)-Max Comp R4axTen.-Nlforces25O(b)aleesexcept Wlenshosan. TOP CHORD 03=-3.9821],34.44526],4-5415,bT=49b198,]-P-]&1281 BOTCHORD 1-13=-150260,1243=-35]/18],11-1'G56P121],9-1o=96fV858 WEBS 313=4212]2,4-13>291082.4-12=E]W1]9,5-12=]66f263,511=412/636, 611=582/142,8-10=-9W588.]-10=-368/232 NOTES- 1) OTES1)Unbalanced rod Ilse loads have been considered for this all 2)Wind ASCE 7-10;Vu1L-130mph p secomf gust)Vaso-f O1 mph;TCDL=4.2psi BCDL=3.0psL h25ft;B=45tl;L=3211;ease--411;Cat. 11;Exp B;End.,GCpi=(I.18;MW FRS did ronag and C-C ExteMr(2)0-0-0 to 32-12,Intedor(1)32-12 to 1340,Etlalor(2)13-0-0 to 24-5-5,Intedor(1)24-55 to 323-6 zone;canfilwar NII aM right expwetl;end vallcal left and right exposetl;C-C for members and fomes&MFRS for mal shown;Lumber DOL--1.60 plata gip DOL=1.80 3)Preside adequate drainage to prevent wafer POMblg. 4)This true hes been designed fora 10.0 Pat bottom facing Ilse load nmhconc6rrent Win any Other live foods. 5)'Thls buys has been designed for a We load of 20.0pa1 an the bottom Mod!In all seas others a rectangle 3&01811 by 20O Wde Wd lit between the boder Mod and any other member,wlgh BCDL=14ow1. e)Refer to grder(s)for Lusa to trues connections. ])Provitle mechanical connedlon(by others)of truss to among plata capable a Wthstanding 1001b uplift at joints)I except jtbftu 9=106,12=285. 8)Warning:Additional permanent and stadliy bracing for tress system(not pad of try component tleslgn)Is always required. WiRNW6-VnlryCs'pn p✓.mxwe vntl aEAO xoTEy ON]xS INa MLWOEa MfIEN aEFEe4HLE V4OE 1F)!)J m.lagPNIE BEFOMY9E IY99,vdltl les um WY!+111,IAIUXMwnhucMirs.IMaeei(N151xnetl only ulxn WranPJeis Yrowi.a'dblormlMKIM Ydadrq canptteni.mt omm.ntem cetore�me eaaremp�.,r m�n.enW ire xral�r4,a1no1 �W�W�er�axwIv mwrv+me mndehMnelo me ovalol dYapCod9n. ®¢lip xv.Wo1x0a1n Vmwnl[rctllRonMMYutl hwwulrm]/oi clvhtlnien,la"cWl.ru-nnum lwraymernal nl lxxLg MI. k {yuow wP31eJ'ru'MIMIIYIWd to Prevent cWlges wllh I»o IVIwM lery aM pgrerly Wnepe. rnrpareral ppm:e repWtlrp II'a lmcola..lorapr�.aemery.ar«Lnonaanocnp oru�or,dtWn:yaerns.malxwml woxY Clx.rlo,wedv Who Fear wlalPeorrw�l sew v.n.Fm ale. aaNyYMmdon o`ttletle ken 1nffieal9lleahle.RIfi N.1�Shat.SIb]12 Ne[maW V/,Y[J10. i.lrye,FL ]3510 Job . True Tines Type Cy Ply Roadside Homes-Lot 121 ABC C JB T0334666 J16D407 E00 H, 1 1 Job Reference a lional Meaning Bull6lr,Supplies, Jed¢wrville,FL 0.010 a Apr x02016 Mirex Indusmes,Ion. Tue Aug 23150116:31 2016 Page 1 ID:MNIISC7IUcrOOgrWVd210XIVPF-wxirgYw%%HdIII6PAVOiDcytw9OHd11NCh%d_vykww S]-12 11-00 11,5E 21-100 S.2 3230 S]-12 i4d 350 ]-SB 6312 SWe 1$1.3 sai= 4 z4 5 26 26 2] 6 a EO 12 154 3 ] ss D A 4 i m z n �• me �= e e ' r a c� 13 30 31 12 s.CO 12 ®010 n - ass 11 II Sea ]-H liz< t 21-104 _I z9so 32.36 144 610-0 3-z2Y ]SB toe eine Fate 011eeb(XY)- ICO30.o-1-51.R:o-201.61-191.16:0-zE.o-1-13L 18:6310.0.1-s7.112:0612 o-x-01 LOADING(RM) SPACING 2,0,0 CSI. DER In (1,c) Vddt Ud PLATES GRIP TOLL 20.0 Plate GOp DOL 115 TC 0.74 Val -0.1212-43 >M 240 L420 2401W TOOL ].0 Lumber DOL 1.25 BC 0.57 Vad(TL) -0.2910.20 >740 180 BCLL 0.0flea Slrees then VES WB 0.06 Horz(rL) 0.05 9 Na We BCDL 10.0 Cade FBC201OlPI2007 W&N-tISH Weighs:19011, FT=20% LUMBER- BRACING TOP CHORD 2x4 SP 110.2 TOP CHORD Structural woods attiring directly ep,110 or 660 ac purAru. BOT CHORD 24 SP 110.2 BOT CHORD Rigid Ofling deadly applied or 6-0-0 oc bladng. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP Na2-4-12 OTHERS w SP No.2 Fasten(21() T and I brains to name edge of web ugh 101 SLIDER Left M SP W.2 280,Right 2x0 SP No.1O 2-0-0 (0.131-x3) On o.c.,w1lh So minimum end distance Brace must cover 90%0 web length. REACTIONS. gNsze) 12351,53.S 122/ilacM1enlca1,12=1]31.1,1,-8 Merz Hoa 1=149(LC 10) Mex Uplift 1-54(LC 12),g=-89(lC 12),12-3238 C 12) Mex Dmv1�(LC21),g=42T(LC22),12-1]31(LCi) FORCES g1r) Mex.COmp118ex.Ten.-NItmess250(Ib)orlasee¢ twhenshown. TOP CHORD 13=4)M15,34-266233,45=-0503,6-]=405x101,T-9=]5]238 BOT CHORD 1-13=-147252,12-13=301-1155,I1-12=-Sf T53,41843&656 WEBS 3-13-31]204,4-13=-165/563,4-12=MASS.012=-]93250,5-11-1160141, 6-11-539/139,6.10-201462.]-10-3MW NOTES- 1) OTES1)Unbalanced roof We I6ads W.(leen whwdsered fortNs deal 2)Wind ASCE 7-10;Vub=130hOh(3second gost)Vasd=101mph;TCD".2psb BCDL-3.Opsf;8_2511;B=45ft;L=32N;gave=oft;Cel. 11;Exp B;End.,GCpi-0.16;MW FRS(dredio re)end GC Extenor(2)0-0-0 to 3-2-12,Intermi 3212 to 11-60,EAedOr(2111U 0 to ZBS5,Interior(l)26-55 to 3230 zone;bandever left and nghl eVmed;and verAcel left and right exposed;GC for members ends fomes S MFRS for reactions shoan;Lumber DOL=1.60 plate gnp D0IL1.60 3)Provide ademwter drainage to prevent aster ponding. 4)Thls truss has been designed for a 10.0 psf bollom chard live load nonconc amen udlh any other live loader 5)-This buss has been assigned for a live load of 200psf oa are bottom choral In all share stairs a rectangle 360141 by 280 wide *it fit between the bottom chord and any other members,aim,BCDL=1a.Opsf. 6)Refer to girder(a)for traces to Wes connections. ])Pradde mechanical connedion(by Others)of truss to baser,pale capable of atihatanding 100 lb uplift at joint(s)1,9 except(ftdb) 12=323. s)Wamir,:Additional permanent and stability breang for trues system(nes pati of this component design)is aleaye required. V—sella-VMh4swpsnwwneren.MwE00Ma1Es aNiM.WPNCLIIpEPY/El[sEFEa4NCE G4 aeYA IKaPn vtllu euro o,Y ,Mlean""'nnS.""'oorrkLaeaaYYrTorlWm'ele¢Yt wrtm h MlNdud dldrp Lmf nusml:,m esrrva .nwl.Aa..'srermualano.d rxsw,mnyaaeWravomema,..f :. .µarc w of .wa WahBdm4r amNxq[:aleOelo lnevenl WCMaq oflMlMtl4,nweb ONlw Cbrtl memEw ui, nw.liNl Mire k' s WaysregWedMM'Yn4rdlo FauMecdl¢te v4lh �'mbxe.Yadpc{IY mirba r Ir d0�x a thin m. {YdnlbLMaWs.da Wary.erecMm]dacPM I1 eUgIN6ry1191�t 95MXWR11Gdh UIlMa.a3B-0ioM a<SI euIMMg Comeorronl 1 r.1 a9WPak Mtl B . LAIYYxumoxm gvJk819 edn loss Rule F¢tlMe.]le N.Iw STae1.91b312 NormSM.VPIIJI<. ieirye.FL]361e Job { Tncs Trus Type ON Ply RNeMde Hanes Lot URABCC-JB g39 88] J180407 EW HID 1 I 1 Mewing Building Swipes, Jedrsonnlle,FL 3019a Job01C MITce(optional) Apr202013MiTekD2d IiW,Ish F Aug 2315:W:322015Page 1 6]12 POO 165 10:fWUUeCTUmOD0MV0210a0VpF-P]OO2uAIbbKSMDFW0pVOCZnXWWRLGBWLyuxu 0 1Pi92 24109 2I11d 323-0 4-0-02 Hd SSO {812 4812 LO11 Odd 3u1e�15].3 4 are 4= 3 4 23 24 5 6 25 5 ] BW 12 5x4 .SN = 3 3 Mi 22 W 2 11 Sas� d R8- 9 O ]d 1 10 AA tl 9 Ib 1$ 13 12 600 12 wo II b ata II sae BOO 14-24 /4y]r0 215-0 3238 PO-0 62-{ 0212 900 P1OB I %ate 011seN fXVF (1:0.3-00.1-51 110'0.314 0-151 LOADING W) SPACING 2-0-0 CSL DEFL In Doc) push Ud PLATES GRIP TOLL 20.0 Plele Grip DOL 1.25 TO 0.48 VW(LL) -0.2511-12 a 52 240 MT20 24M190 TCOL TO Lunber DOL 1.25 BC 0.80 Verl(TL) -0.8411-12 x335 180 BCLL 0.0 ' Rep s3 Slrelnp VES WB 0.88 Hoe(TL) O.W 10 Na Na BCDL 100 Code FBC20lN P2W7 MMrh86H Weight;1MIlb FT=20% LUMBER- BRACING - TOPCHORD 2x4 SP No.2 TOPCHORD Shushed Wood sheathing directly applied or Sl 0-10 w pu0dn.. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid opting direalyup1mdor60-0wbmc0rg, Emspt WEBS 2x4 SP No.2 10.0-0w bracing:10-11, SLIDER Left M SP No.2 2-0-0.Right 2x8 SP No.1 D 2-0-0 REACTIONS, RoAlm) 1250r6S3,10=433rMecM1anlcel,12=1rt1]/0SB Max Hors 1=122(LC10) Mars,Uplift 1=4](-C 12),1p=A3(LC 12),12=338(LC 12) M.G. 1�RLG21),10>40(LC22),12=1707(LC1) FORCES. gb)-Maz Comp.Mlax.Ten.-MI fome.250(db)or dem smWt Mien shown. TOPCHORD ice-]30/15],56-1A/598,8-)=i5fl/8],]A-52Y]B,B-10=41&235 BOT CHORD 12-13=-5719242,10-11=146905 WEBS 313-29G18B,&t3=-293/100,513 205/168,5-12-9dL311],&12=]43x1&5, 611=4&820,8 9 1=33122 3 NOTES- 2) OTES- Unbalanced root live lutl3 have been cowMemtl f sW-1 tledpn. 2)11;Ex ASCE 7-10;Vu0=13Onpb(3aswnd gust)and C-01mDM1;TOOL-d.2psl;BCDInt nor(l)3250;8=4511;L,E20;erg?)9,Cat. II;Exp B;Eftol,ntedo GOp1�.18;MVYo VF 8(dlrediana)and eft ENedht ex 0-00 to 32-12,Intatloran aright to PO 0,Etl for ma 40010 28-2 and Inledor(11 MFRS 1to3238zone;cantilever 001 .0tgM exposed;and v.Ncal leo eM right elgroeed;CC for mem)em ana fomad8 MWFRS log reactions drown;Lumber DOL=1.6D plate g0p OOL--1.80 3)Pbis dletw adequate Ne drainage m lotprientent 1G Water ponding. 4)Thlsstruias fesbeen uHsigad lo]a 100 put lobo0omchprtllive nthloatl=conWrtenl wires"acame livetangle 5)'This hu85 has been ttom ftor for a Ove loth of 20.Ops1 w the Co0am cM1OM in all areas"am a rectangle 3SO pall by 2-0.0 wide vAll i0 bNwaenme bottom to bu and anyolhm members. 7)Refter towide girders)porion a to buss cwnsdiws. ])Provide m 36. al connection(by Otham)of true to Oeatlng pate opDabla of witM1dending 100 to uplift at olnt(s)1,10 eme% g1=1)11 zeas. Q WARNNO Vertly Oeab p ame R O OM] CE pEM]4A nOYIOISBE swaain aam�W Fq 4xMM�mM4)� rtwcMllrylWlrr:N�Mr web �/r 1 mum[mrt A rcy rpm4b �ry tl1[er Ilv«py a aWaan rea3redro,.amurr�w wwm mw...wnnnoay.rmmra rAry ana r.<t>9nvew,wa. wr eereraewa k 1RaIm1lM i1wo3a.aeMwy ar«nmm]M«Ypmmi¢simtllva:nrerr,S reMNs1/IPI1 Cw.ly CrllMo,ose-09 rvA rc5lwNny Ca�r,q�nenl IL 1 Bme bed suwy i+wm.xoe owAmeaom uasnare aannne,s1e x.r«sx.,.1.wre are.aa.o<,eb.vazz3r4. n„P.,FL I.I. Jcb R Truss I.Type OLY fly Fir,aatle Homes-Lot 121 ARCO JB • T9334660 J16040] E10 Halt Hip GIMw 1 1 JOo016 Miwe o Lionel Memirq BUNirq Slgpl168. Jazbwmlle,Fl U-IcnOAyr202018 pF-tJ I0FEy es, y0GBnA AUg2315:06:332018 Page, ID:YWUUaC]IIknODgMVr1210xOVpF-W cFEyo3vIRy0GBnE0A112NpE1N315gg101¢Irykmq 7;M 10&10 14-14 19414 2500 J-00 3810 3610 5310I Scaw.1:441 NAILED h]_ _ 6WNeI HALED 1.5x4 II NAILED 4M ass 1.54 II 3 18 4 17 1018 5 8 ] Ir 8012 44 i 2 1 20 11 21 p 1023 24 B RS RB 8 'I E6_ NAILED 4x10= WILED 3x4= as,_ Spa®I NAILED Spall J-00 10810 141A 2500 Z00 3610 34,10 104012 PI IOOBeeIS IXYH 11'0230-1511 i 02-01111423 I 1AAO1N0 msl) SPACING 2-PO CSI. DEFL In (Loc) Web Nd PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.52 VeI -0.2J 89 0488 240 MT20 240190 TCDL J.0 Wmber DOL 1.25 BC 0.82 VaI -0.06 B9 >196 180 WILL 0.0 ' Rep Shwa lzr NO WB 088 Hon(TL) 004 1 Na Na BCDL 10.0 Cotla FBC2010fP1200] MM0s MSH WelgM:148111 111 LUMBER- BRACING TOP CHORD 914 SP No.2 TOP CHORD Structural wood sheadlhlg hirectlyayplled a 4-93 oc pudlM, BUT CHORD 2x4 SP NG2-Except- except EM ve0lcNs. &11:2M SP N0.1D BOTCHORD Rigid Gain,clraoly applled or I of,bmdng. WEBS 14 SP No.2 SLIDER L88 24 SP Nat 2-00 REACTIONS. (INsize) 1�SSm-53.8=29.5RAaGIanIwI,B=190]N-38 Mex Horz 1=ln(LC7) Max Up11111=33]LLC 8),8=332(LC 22),9=7IMI-C 5) WEAG. 1IISE6 LC 1),8�50(LC 13),8=2040(LC 18) FORCES. db)-Max.ComD.lMax.Ten. Allforces250(Ib)OmdEexceptwMnshown. TOPCHORp 1-3 1153509,34=-582/335,4-5=589335.56=399/528 BOTCHORD 1-11=13895],10.11=-04:ir9]8,Ot0=-45&438,8-9=31fl/JJ6 WEBS 3-11=-202ne],3-ik-J02f281,4-10=4392T1,S10=83511318,59=-14311652, 6-9=JBi120],eA=Y6N426 NOTE& 1)Wind:ASCE mMIlve lt-13M1ave beencold War) IOMMs Oe31gn. 2)Wind:ASCE ZIP Vu11=1 NW RS bl second gust)Vaed=101mpM1;TODght fun 1;BCD;and iga1;M125tt;8=45X;x=258;;Lumber Cel. ll;Exp B;End.,GI MWFRS(tllreGlorei);centllevar left and NgM exp0aeh eM veMwl left aM rightexposed;Lumbar DOL-1.60deadplateedp DOL-1.60 3)This adeas De tl esiga to prevent water ottomlg. 41-ThisN33M1a3s been dmgndI for I DD psld of dgNfflive the Cadorn chord In awileany hems live IOede. 5)'This truss has been tom hor for a we loth W 20.Ow , the bottom clod In ell areas wM1ere a rectangle 38-0 tell by 2-0.0 wide x911 Rfitefer between the bottom to tru antl any ther tons,members,Mtlt BCDL=ID.Opel, 6)Relerto giNhant for Voss to tines col nedbm. J)Prwltle -e32.9=71 9. (by o1Mn)of Huss to hearing plata capable of vA1113tentlllg 100111 uplift a11oIM(s)except pblbl ids],D' Wi 9=T 9. 8)'NAILED' Iordinlercoms lbC.Iob de°x3')or312tl(0.148'xdsu tae-nails.For moredatals rdrarefertoho 280 ST and 05111 u. 8)7-0 0 (0)or Nord mnlledlon down an 126hop be Dat 6-0 14.and 2 Up down cand 149 lb upted at 7-2-20 n hewn and 30510 up at PDi0 on tap chord.suc 280 Ib down and 128111 up at ponsi end f Oftenown end 149111 up at J-2-2 on bottom chord. The tlar Me ellegonADC SE(S)seldom loadevica(e)is them mos of 101 N Me LOAD CASE(S)0edYpn,loede applietl to IM1e lace Of the Wss are noted as Imnl(F)or beck(3). LOAD CASELS) Standard 1)Dead+Roof Llve(balanced):Lumbar Increase-1,25.Plate Increase=1.25 Uniform Loans(FAf) VOM 1-3=-54,3-J=54.8-12=20 QW..a-VMIy Ntlpn WsnN•nvW aEfUN0iE3 M1 mesaup tl LWED WIFE REEENNCE PAGE MRTIPJ m.le0.e1J1aaEfOtEU3E DmWwddl«uOwYY'^ ahDconrvxAan.ub,, pab«.=+«+rDroa,raanel«snuwn.11I'll-1 11 ,rruc-1-1,wi GAA,,m, nn allag tleY31w musiwlnIMan M«241Nolaaupnrb1QOPIP6alld puOnlr9✓- Wdaa d92M1 9oNno IMY.vletl kw .-t..no oI MNAtlua hue cab aNl«d.xomembDa aYr.PAOIIw4lemWaY nor",...IxOGnq w K10Jlea 1«:WMMaMlo gxvenlcMope wMiWYMa l+.xmMhlAr ab WWalV bana'ea lue9amd9J<1mce�enorA✓)a�e BpW hb Exq Md. Icdk:alMLataole.d&Nar.erxlknav]MxBg OlMsecu,GA-tALemi"eMNSV VAMCAab.OSB-09aq CN WllyBGanpalxnl Tx .FL 3%10 BaNrllMmebl O'/t1dAe h«n Iw%Ob tuMOa RIB N.Lee 311e01.elle JI2.NevaMMi VPY[JIO. ^9• JabTrvx Trllec Type CIY PN RrvWvOe HGmee-UA 121 AECC-JB B33 660 J16010] E10 Halt Hlp CLrda t 1 JO Heiemr k o Orel Memllp&Illdlrg SNDMias. JmMaOmllle,FL B. nODgMVrIO WpF-k FEytria. ynBm A112316:06:332016 Peww IOMUUSCTUcnODgMVr1210E0VpF-W cFEyG3NHyoGBruCA112NpziIrGl6pp20k2nykwup LOAD CME(S) Stallard ConreMratsd Weds(lb) Ven:3=-106(F)11=3211(F)I6 114(F)17=-114(F)18=-114(F)21=260(F)22=fi (F)23=63(F)24--63(F) AW.FpNMp-yxpy pw5rnpmM---ONO-00-4NO—1--K—--GE-74A m.lOOYMI6 aEPoNEOS �WNla v¢aYyNm MnekV mnrvclwc IIAxOarKK�kMSW aJy ulwl Wrmielan Mown.W K loi m YglNtlud Wdrq cwnpOrenl.ml Irtrm Mlem-Bsrweis,IM dMMrq tleS.awi mrMverlry e¢4yAt INoIJn9pn peianele¢cM gopaIYF�OMM1^ale mttlotlynlTo llc ovadl [JR4Gerl9.BwYgmUcaledalo geventaicaYq oIIMRAMd Dusswebwtl/wetulO memDersrnJ . dowvl tamCwwywW wnniW¢Irp MiTek F 1:awm+raa+etl for 512e1N a•.e ro gevanl�almre wlm w•++e Pe��w.v ariG ga>arly MnGGe. w mwora�e rewtlrw Ire Imnornlor.Norapa.a+Nwv.sslY all aowio Otlnmerwxlmr¢meras.eewnu11r1 araNcn.w,Dseaporeealwmmpcwreo�.m eoa varwa s�s'io�tl ]uM1ly mlgnypM OvtllRAe pwn 4�n W.ee ruMule.4lB N.lee Sheel.SWR]12 NarO'tlk.VRYCf1G. - Tempe,FL Job a I To. IIY YFa flNw¢i0a. -L U1R90c 18 YaO<a 4 J1E010] CA1 MJNOPRLNSVVFORIFO 1 JOD RWerelKeo g191 kYIYM1q&Ny6wpK¢,Je[baMe,FL 1 aWOeJan SSalEMiak IMUNrlev lx iw wwpp 231eN4a2me Ve9a1 ID:fwuusCAUcrODgMVr1210x0VpF-aKF7m PREwkWlmrWE3V4dlXvekgBb(MxHZNylwxg 1178 11]8 SnN-1:22.0 1.Si II ] 6 seri tz 14 5 4 13 U III 3x4_ 12 n W 9 B tA911 I LOADINB geQ SPACING 280 CSI. DEFL. In goc) Veen W PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 000 Ven(LLI Na - Na S99 Mr20 24tl190 TCDL 7.0 Lumber DOL 1.25 BC 000 Ven(TL) Na Na Safe, BOLL 0.0 ' Rep Stress Inco VES WE 0.03 Horz(TL) -0M 8 We we BCDL 10.0 Cade FBC20l,1F[ 2007 (MeDlx) Weight:46lb FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wand sheathing directly applied or 600 oc purlins, .sept BOTCHORD 9 SP No.2 end vemcals. WEBS 2x4 SPN ,2 BOTCHORD Rigid coil,afredy applied or 1O0 he bradlg. OTHERS 2x4 SP No.2 "Tek recommends Oft SlaDllizels and required crasabrecing be Insaalletl tluring Voss erecllon,In accordance with StaDifew ,as, titch aide. REACTIONS. Albearingsll-0-B. gb)- Max Hou 1=113(LC 9) MarUpfit M$uplifilW1borimat)olnl(s)1,8,2,9,10,11,12 MaxGar All reactions 2501b or less at ldnt(s)1,8,2,9,10,11,12 FORCES. (ID)-Mex CompJWo.Ten.-All forces 2500b)or less excerpt when Shown. TOPCHORD 1-2=289189 NOTES- 1)Wind:ASCE J-10;Vu16130rnph(3secolM goa)Vaed=101 mph;TCDI_4.2W;BCDL=3.Opa;It=251f'BGft;L-2411;eave=2fl;Cat. 11;Exp B;End.,GCpM.18;MFRS Whalebone)and C-C Coarsens)0 0 0 to b0-0,Forma r(2)30-0to 11-5-12 rare;clamberer left all right exposed;BM Miffla l Ie"and right exfposed;C-C for members son to..8 MFRS for reactions snows;Lumber DOL-1.60 plate grip 001-160 2)Trues designed for Weal bads In the pane of the louse only. For sods apposed to wal(norma to the face),see Standard Industry Gable End Detais as appllcable,or consult qualified building designer az per ANSVFPI 1. 3)Ati dales are 1.4 W20 unless oMaram.indicated. 4)Gable real continuous DOtlom Chord bearing. 5)Gable sods spaced at 2-00 oc. 6)TWO anus has been designed for a 10.0 pet bomom chard live lead nonconcunent Win any caner POO loads. 7)-This muss nes bell tlestgned fail live load of 20.O1 antis bomom chard In al ernes where a rectangle&6-0 call by 280 WOe Win M between Ne bottom chord and any other members. 8)Provide mechanical connection(by adrenal of truss to beem,plate capable of WMstancing 10016 uplift at)oli 1,8,2,9,10,11, 12. 9)Elevated plate or shim Mouthed to provide full ba u r,surface wh Huss chord at jo rus)1. 10)"Semi ri pltchbreaks W0 ked!heels'Member and tixlly model was meati In the analysts and design of this Iruse. LOAD CASE(S) Standard 0WAaNNPVnMy4aYEnprmlan anCRFAa NaTE5 PV TN5 AXa,WCLPoEa MI1Ex REFERANCE FIDE tl0.]O9nr.160.VN I5 aEF0aEV5E —w lam.00lY` konsi nrcbx 116tlesl{p.WacJONYWNn Ramat..N .� clam MMtlutl dMWycin1.he ml aI— w—m.Guide uw.Xn GLL'h5)daialn�mull vMNIlpR�MutllNol metj7l,gvmnlersael gonalYYlcaPd WMEM�nInM Ilw mpW Avxre..iq� aa<nd kaoaledalo IX9rRnlwraaro0ee.wawlxw.,ma.vd�ro�ama�wW:mv.Xddka�d temn,.'maQkn MiTek' k dwap reQwed hN¢AY411yuglo gewnl wllNp�epawW WnyaM IXulwdYdamd3. ndpme,alp4W,ce oaf#rig Me en00 Pelle r.n."n IyalCalYxt iRagre.OtlhaY,sectional l of18N, a IXlsw9dnS.ww�IWT1 VA I CIMyD9lJ9aM K51WWn9Canpaxnl 9aINy Wwn�okol�atl2Yeadn Ins Nds IMMAe.Rle N.lee SReel.91RJ12 NeRal]Ia Vl,Z3alE. ierrye,iL 3%10 Job . T. TruwfType Ory PtyRMNslde Homes-Lot 121 ABCC-JB • T83318J0 J160,107W2 MmopiMl 4 '' 1 Job Reference oral Mang BWIEI1g Swiplea. Jed¢drrille,FL a.D10c Ap202018MiTek In l.m.,IllF 1.Au023ISM:452018 Pega1 ID:MUUe 7lI n DRMVrl2lMOVpF-WdjMm EWAVUUe_KttcmX4J_RRawNTSlhwue 840 12-I 0 648 ~ 648 Scale=t Z.0 4 8.50 12 12 3N 3 4 i 2 1 8 3E 1btN 6 3e4= a09 11.110 1a 1A Gua sloe azu PI olfeeLs tX19- rro-z l LOADING W) SPACING- 20.0 C&. DER- an (roc) waft Ud PLATES GRIP TOLL 20.0 PIaW Ghp DOL 1.25 TC Dec, Verl AN Sb o9W 240 fAi 2M1100 TOOL 7.0 Lumber DOL 1.25 BC 0.42 VWCrL) 0.10 58 >999 100 BCLL 0.0 ' Rep Shares mor YES WB 0.49 Horn(TL) 0.02 5 Na We BCDL 100 Code FBG201MPI2007 MMIM-MSH WNgN:57 to FT=20% LUMBER- BRApNG- TOPCHORD 2x4 SP No.2 TOP CHORD Structural wood sheathhg directly Wolfed or600 m pudhls, BOT CHORD 2x4 SP No.2 except end vedkals. WEBS 2x4 SP No.2 BOT CHORD RIGH celling dlrecllyachled or 10-09 oc bracing. SLIDER ISX 2x4 SP No.2 2-0-0 REACTIONS. OlVd.) 1d42ri3E,5=142b38 Max HoG 1=132(LC 11) Mex Uplift 1783(LC 12),S=W(LC 12) FORCES. (Ib)-Mex.Comp.Mm Ten.-Mifa 250(lb)orlessexceptwhenshown. TOPCHORD 1-3—T17M2 BOTCHORD 1-6=274 .S0=-27M04 WEBS 3-5=.n1 7 fell 1)Wind ASCE 7-10;Vu1613Gnph(3aecom Gust)Vasd=101 mph;TCDL=4.2paf;BCDL=3.opsf;8258;871511;L=2411;.411;Cat. 11;Exp B;Encl.,GCpi=0.18;MFRS(directional)and GO Exterkr(2)0-04)to 300,Intehor(1)300 W 11-11-4 zme;cantilever Telt and right e>mare l;end vertical left and right m,msaoC-C for members and fomes A MFRS for macrons shown;Lumbar DOL--180 plate 0rlp DOL=1.60 2)This trues has been designed for a 10.0 psf tool than live load mmnconcunent Bath eery other Ihor loads. 3)'This three has bran desgned for a live load 0 20.0ps1 m the bo0an Cham In all areas where a rectangle 3 let by 2AO vide Will f0 between the bollom comm and any other members. 4)PNMde mechanical correction(by others)of buss to healing plate capable of withstanding IW to Uplift at part(s)1,S. YWameaea VMryde npuxnaenvM DNOT ONrN MOWCLVOEe NnExaEFEa4 PAGEM74O re lnecoa eaEWPEVSE �n WIG Iw usraY4 wm MIIak9aniw�lors.Mstleypli 4Mm]WY uyOn psanelers Mein u✓]Isloi m InmMdwl WYMmd cdupwienl,rot wJnae+v9acFallvltrnenkio ge.Anl eymMe dlxmnela ml hweeuWdrucMdmemterspcNY VPGaIbWlem[n�MiFoalM�a�el ba'Jrp .wmmrwAeewrGmrma,orone�amlmmn�a.,nnwml,pwrwv me pra>am�mme. rmreelwreeJaaGe reeaagllw M k' ItlMOIM.GaWa.OxIIWY,maMn m]MaYlp mllnsesadinwrytltlmt feex1191/MI GMY CaxIq D9BA WJ aCil WMne ConWrlxll 6a O.PoM EM BW. Syaly hbmpam aWmde Item Ir�6e M1ae eiGlMa 219 N.lea SM1�1.SI@]12 Ne[m]b.Vq Yla14. Telrps.FL 5610 Jab . Truce Truss Typo OM Ply RNardde Homes-Lot 121 ABCC-JB • T03398]t J1W40] G03 Monopitb I 1 Jab Referenda Orel Mennirg BWldirg Slgmliec, JBaySOnvill9,FL deffitfift.inc, Au023159a.482016Pege1 ID.MUUSC]IUrmODgn4Vr12I0v)VOF-_pHW IIS/tuWWgM12BBUKnKeLCZepaDeM1VFNMXykxrM gp3 21-0 gpa 608 Scale=126b 4 3.0 F2 12 3[1 3 3412 2 t e 3F I Is. II e 3A= 688 12-1-0 B8B a80 n t on err [10-24,0-2-51 LOADING(pal) SPACMG 2-0-0 C81. T FL In Q.) Wed tM PLATES GRIP TOLL 20.0 PMte Gdp DOL 1.25 TG 0.40d(LL) -0.04 5E >999 240 MT- 244/190 TCOL 7.0 Lumber DOL 125 BG 0.42 "Tl-) -0.10 S6 >999 100BCLL a0 ' Rep Sir..I., YES WB 0.49rz(TL) 0.02 5 We use, BCDL 1OD Gode FBCM,uTP12007 Matlix-MSH Weig111:5716 FT=20% LUMBER- BRAORlG- TOPCHORD N4 SP No.2 TOPCHORD Slradural wood s0eatrng diractly applied or 6.0 O ao purina, BOTCHORD 2x4 SP No.2 except and vadkaw, WEBS 20 SP No.2 BOT CHORD Rigid calling dimity applied or 140-0 Op b2dng. SLIDER -aft 2x4 SP No.2 2-" REACTIONS. Qblslm) 514210.18 Mex Horz 1=l M(LCll) Merz Uplift 1=83(LC 12),x-W(LC 12) FORCES. (Ib)-Max Gomp.Rdax.Ten.-All latae 250(Ib)or less except when ahowR TOPCHORD 1-3=]3]&122 BOT CHORD 1-6=-274/704,SS 274 04 WEBS &r -]2&237 NOTES 1)Wind:ASCE 7-10;Vult=l JOmph(3,wond guar)Vastl=101mph,TCDL1.21at BOOL=&0peC 11--2511;B=45f1;L=2411;a urd=,H;Cat. II;Exp B:Encl.,GCpl,D.18:MW FRS(directlalel)and C-C Ederi(Ar(2)O08 to 34O,Inaedor(1)38-0 to 11-11-4 mm;as t aver left and right exposed;end radical lett and right exposed;C-C for members and fomes 8 MW FRS for maGb.m sups,Lumber DOL=1.m plate grip DOI-1.60 2)This truss has been designed;for a 100 psi bottom chord live load nonoor ptuded Min any other live lords. 3)"TM1is has bas been designed for a Ave load of 20.Opsf M the boKom MOM In all areas share a rectangle&"tag by 240 ease wall M house.the bottom Must arll any other members. 4)Provide mectanical connlrclion(by ofters)of truss W bearing plate capable d withstanding 10016 uplift at foint(s)1,5. QWIMINe.YxXYeuaWpvWMw.wCPGONe1EY aX 1I64Ne NCLUOEOYIEI[afIFMNCE/LaEYF)ITJ m'.IOOYatlleadOM USE WYT etll[I laws alYt'IIn Mn&eDcwrncWs.alt rlaWgl6taetl oMY agxl Wmwlus5urmagk hx mMF.MPM dMrq edripalent.rot mmryNem Perwe we.lredeagdaaBrlermwt vatlHlM ggICWINo4kiNn pxaneteeaal goperlYbcolFWok lMOalapinMRa overtY , Wapdatn 9achg Mcalaf 5lo pevmiluklMBo(e'dM]uHlnmwebwvJ/tt<IurOmmmC�'Ii W` u—s- lanp'.mYmlPom✓.�nib Jp e atlwPp replrM laelWNOlW logevenl rdlagewllblx�Ia ndwvl , mq IiQYditlypra BeaWdaxmlaeF.BalWme BBOJ P..ErI aMG. khLUIWI.golaBe.rlsMarv.erecdcnWtaacxg olMNe[arvJ lllmaMxrni reeMl9/RII OIMM CrRwlo.oead9aq aCN 9�IM1�PeaePaaW1 tamp.FL aEIo MWIY IrYwmaXOn wtlMtYe hom InW Rab MMe.419&.lee rryeet,aIle]IR.NeXOVLki VAYlil<. Job i Tluw T.Type Ory Pty Pha aids Hames-Lot 121 ABCC-JB T99346M J16040] HO1 Hip GIM. 1 1 Job Reference 00i Mamilg Rumoring Supplies, JeckeomAlle,FL a.010s Apr 202016 M?eklndesaies.l.. Tue Aug 2315:06:4]2018 Pagel lD.N000CTUa DgMVrl2lMVpF.S+queo7amCe AKucvpSai uBV]Bku M-Ykvac SOO ]-b0 12-b0 SOO 0 o0 N]= se. Scele=1:279 4A= Special0 4 8.do 12 4M G G 5 j Z2 e 1 Y KI f]a ] 1e 3a II 1.w II ax4- a® II NAILED apecoi SGs'ul NAILED 5p0 7-1-0 IZl-0 5p0 2-1-0 5-0-0 PI to 011aete lXYF- 11624 AI 13:0.5<0. -0118'04110. AI 1AA01NG(pal) 8PAD3NG 240 C81. OEM. In Oa) Wal W PLATES WUP TCLL 20.0 Plaie Grip DOL 1.25 TC 0.38 Verqui 0.04 7-8 a999 240 Mo20 244/19D TCD- 7.0 Lamb.DCL 1.25 BC 0.50 Ved(n) -0.W ]E x999 1SO WILL 0.0 ' Ran Stress lncr NO WB 0.07 Retain) 0.09 6 Na rib BCDL 100 Cada FBC201MPI200] Metrix-MSH Waght:e51b FT=20% LUMBER- BRACING TOPCHORG 2x4SPNm2 TOP CHORD SddCtOml avail sheathing directly applied or 5243 ori Ni BOTCHORD 2x4 SP NO.2 BOTCHORD Rigid caging,directly applied or 439¢coding, WEBS 20 SP No.2 SLIDER Left 2x8 SP No.22-O0,Right 2x8 SP No.22-0.0 REACTIONS. Owaze) 1�ISbS8,fi=845/D-58 Mex Horx 1=67(L06) Max Uplift I-3070-C el,6-30711-08) FORCES. (Ib)-Max Comp. A Ten.-Xlfmce5250(lb)orlesaexceptaflen Mh , TOPCHORD 1-3=-t O08r659,34=4382/406,46=109]/459 BOTCHORD 1 -385/853.]-&=385/861,5]�391a54 WEBS 3-8-20291,4-7=18nhM NOTES 1)Unbalanced had had loads have been considered loo this design. 2)Wind:ASCE 7-10;VUIt=130mad(&second gnst)Vasd=101 mph;TCDL=4.21psfl BCDL=&Ops[h=25ft;0=451t;1- 01;emai Cat. ll;Exp B;End.,GCpiA.18,MINERS(directional):canfile.left and right disposed;and venlW left and right exposed;Lumber DOfL1.60 plate grip D01=1.60 3)Formal,addguate drainage to prevent safer ponding. 4)This Imes bas been designed for a 100 per bodom MOM live load a.roncmrent with any Omer five lame 5)-This truss has been resigned for a live lead of 20.Opa On the bottom Mord in all areas wlrere a rectangle 36 0 ta0 by 240 rifts sill fit beffeen the bottom chord and any eh.members. 6)ProWde mechanical connection(by others)of irwd to beading plate capable of Mthstarr ing 100 lb uplift at joints)except 01=lb) "0],6=30]. ])'NAILED'indicates 310d(0.1413'x3)or 2-12d(0.148'x3.25')tosirralls.For more cou is refer 10 M'ITek's ST-TOENAIL Doug. 8)Hangegs)or other connection deyke(W Whet be provided sufficient to support concentrated Iasi 319 to amain 333 n aIb up at 50.0,and 319 to dawn and 333 lb up a ]-1-000 top Mod,and 121 Ib dean and 46 he up at 52-2,add 121 It,dean and 46Ib up at 6-10 2 W bo8om Chad. The desigNsaedlon of surd connection devices)is the reaponsibipty of others. 9)In Me LOAD CASE(S)section,loads applied to to face of the thaw are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live h almosaft:Lumber Increase=1.25,Plate Incrdase=1.25 Uniform Loads(pit) Van:1J=-54,34=-54,4b=-54.9-1 =20 Concentrated Loads(Ib) Ven 3=247E)4=-247(F)8=-96(F)]=98(F)1]=-55(F)18=SSE) ItlIHa.Vxay4Wpnpwnw�m and aGpNaiE4W1 P16R,d 4aCWOEO MTEx maven N[E da.11r,m.I.is..USE �Delai xMlo tw use oNY uAT Mleltecmwlws.INidaa.�tG¢e[1aeYutmn Iwanelers Mnwn.entl este m rvWW1u'1 tulallKlmntxwkni.rel eichadm.allure ve.awbWn0 tleWre�m�nl venh tte a.TJICLL'aN of HtlpnluitnefersaM Pe�ly hcwW�a. tlesLinmolMovmal GJ0p 6ixpd.Ba JghMualetlhlo geventWcla�pdxMUM�M lnmwebtm]/cycMtl memLen Y.hl]MnllemP><W maFamd'Mabocap adwgE�eaeeakx el CMMatllo pewnlccpgee MmlpWJe�wgYaryad RcgMY Wn�e. la Bz•a•d plMce rep�raN Me aWa PYb�aMO. ktA.o^ IpL pgWe.tlelx'e�Y afecRn m]Moa'IgotlnvesaMlNss Mlemc a9lWVIR101xaYCiYxA.paaMUW aCWl eupnp Canwq�nl Tenq.FL B%10 EyNy alompXm avUetle pens aim Foie x,Naae.219 N.1ee Shtaf.Sole]I4.Ne[atlb.V/.Y1a14. Ja0 . Tis Truss Type ON %Y Riversitla Homes-Lo1121 ABCC-JB TB3318I3 J16040] H02 Common 2 1 JOE RahRM1V 0 IIOn81 Mumirg Been,BWples, leaverme,FL 6.010 sApr 202018 MiTek lndustrie4,lm. Tue Aug 2315:06:402018 Paget ID:NUUa 71UcnODgn4Vd2IOIDVpF- OHPM]CMW FKv4wBW8A-10FyMVt7gB14O^wW &68 121-0 6-09 6 60 44= SUI.=126.1 3 eWFIT 1e 15 4e4 4,4 4 2 6 1 6 3n, li 15x4 Ii ae n _ 6U6 12." 606 6(6 PMI Oi1se (LVF 110.3-0 5115'O530.1b1 LOADING(psi) F$PAC,11�—, 2-0-0 CSI. DEFL In gm) Wag W PlAtES 4SRIP TCLL 20.05TO 0.33 Ved( L) -0.04 6-13 >g99 240 MT20 24U190TCDL ]0 , 125 BC 0.40 V6dQL) -0.09 6-13 >899 180BOLL 00 ' mr VES WB 086 Horg L) 0.02 1 Na NeBCDL 10.0014?Py200J Melral Weight:561E FT=20% LUMBER. BRACNG- TOPCHORD 2x45P Not TOPCHORD SIIuclural wood sheathing directly applied or 6-0-0 do Purina. BOT CHORD 2x4 SP NO2 BOT CHORD Rigid calling drectly applied or 1O0-0oc Dladrg. WEBS 2W SP Not SLIDER Left 2,6 SP No2280,Right 2x0 SP No22-0.0 REACM3NB (Iblsi]e) 1=44]A-58,5-� 74 58 Max Hoa 1-00(LC 10) Mex Uplift l_0](LC 12),5—eY(LC 12) FORCES. (Ib)-Mex.Comp.Mtez Ten.-Nltomes 250 gb)wless except wlren shown. TOP CHORD 1-3=,42&168,3-5=422/168 BOTCHORD 1 177,3,&8-4]/343 WEBS 3-6=19253 NOTES 1)Unbalancetl and live loads have Ewen cmaos M for this design. 2)Wind:ASCE 7-10;VUI6130mph(3mxs d Buss)Vasd=101mph;TODL=42psC BCDL-3,0pst;1=2511,B=45ft;L24g;eav .Cd. II;Exp B;End.,GCpr_0.10;MWFRS(dredlonal)and C-C Exmdor(P)0-0-0 to 3 0-0.InNda(1)380 to 60.8,Etr ellor(2)&60 to &0.0;me,cantliever left and dight apposed;end vertical 101 and right egwaed;C-C for members and Imes 8 MFRS for reeclims down;Lumber DOL-180 Plate grip DOL-1.60 3)This hues has Seen designed for a 10.0 psi potion,chow live load nonlwrwurtent w8h any other Ilse loads. 4)-Tills truss has been designed for a live load of 20.Opst on the bohom chord In ail areas whore a roolm le 380 W by 2-0 Wde Wil fit between the bottom choral and any Omer members. 5)Pmwde mechanical connection(by o hers)of truss to bearing plate capable of xlthstanding 100 to uplift at pin(s)1,S. Q w,4aXWO-Ywby a..ON NCLWIOe[IFiY PEFFNIMY IMEY]!l]m./OO.a10/6 eEFOPEYeE D'�IirMp large cWYwlln Mlle4mcmrecpm.Ri OeY]n kl>xa]wYY uwr wm�Olert Curvnimdls/am MMMM MMMp carKwenl,rot Imo:Mem nOlwe�.InawAar-0�ower mmlwlly MnrFdcdMllYadeL6n waaelearaa waw+lvrM.o,wrole Iraaebrlalo In,oreme dI41tlU hO. H¢r�n MNCOIedkNPT�enIWtlM flNhtlwllnmwDatl/aclwtlmemtmaoMY.Mtl11aW 9nPHW mI%mrmandaA' �B MRek' k dwayaraJletl ruikdnvaa bwevenlcdM.pawnNpOdde lwrwm'rexyWwM>b1Y�OWe. lOr twMalgWace repar0p4re p04! Ewu wls KGrMolYn Slwgre.tlBlNaY.ereclkn T"]Macr9011n�saxlmmeY.pemv weMlL/IYIIgdIM Crn.rlO.nAdeaMeCAYMnpCMVuuN Teresa,FL a3a10 4yNyIMwmWan av3tlMeaOm inE Rok lnPMe,'L15 N.Iee SPa.l.elle 914,NawMh VAR2i11. - Job • T. Tmea TypeON Pty RMeldda Hemee Lot 121 ABCC-JB • T83946]4 J16foi Hoa Common 3 1 Job Relaerce(on o eonel Me1Mlg Bowing Supple& Jeolon.ae,Fl 601oa Apr re,W16 MIT"lndueMe,arc. Tus Aug 2315'06MM16 Pagel ID:t Ue 71UMODOMVH21OZ VpF-x OHPM]C1( WWv4ocB11PBA_1oFyHbWO14Cy"ub ' 606 aoa -0 &Pe 40= 6[e1.-1 ze] 3 a 12 6 16 4M G 4M J 4 2 6 1 Id 8 T8 II i 5z4 II 3M II 0-08 12-1-0 B60 608 fl01a Onsets(XYI 11'030 Q1-51 15'0.536141 LOADING Oxo) SPACING- 2-0-0 CSI. DEFL in o0c) VUed Lb PLATES GRIP TOLL 20.0 R.I.Stlp DDL 1.25 TC 0.93 Vari AO4 &13 >M 240 6420 24b`w TCDL ].0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.OB &13 >909 160 BCLL 0.0 ' Rap Stress Icor YES WB 0.06 Horz(TL) 0.02 1 We we BCDL 10.0 Code FBC2O14 1`12W] Marx-MSN Weight:56 lb FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Smmluml vooci sheathing dimly applied or"-0 op purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid cdllllp diradly Vpllad or lO O 6 oc bretlng. WEBS 2x4 SP No.2 SLIDER Left M SP No.22-0-0,Right 2A8 SP No.22-0-0 REACTIONS. Omelze) 1=44]N-SB,5=44]RAecM1Onical Mm H.. 1=J10(LC 10) MexUpltll 1=-91(LC 12),5=e](LC 12) FORCES. Ob)-Max Comp.rtAe1L Telt-All forces 250 Ob)or lase.,.eaten shown. TOPCHORD 1-3=4231166,3-5=422/166 BOTCHORD 1$_4]y343,56=4]YJ43 WEBS 3b_19253 NOTES tI Wind:ASC low Ilvebods;ntd beenconsidered asd=1design. 2)Wind:ASCE ..G d-O 18,MW RS(directional) M gnatl)VndO=l Exner TCDL_4.2pd; 0,Inte.opsp M1=25X; 6-041,FDdea*(2)6 4 ;Cat. II;Exp B.End.,dev.,1 18;MW FRS(Aredl;andaltl C-0 ft and r(2)0-0-0103AG Idedar(1)340 10 6-03 FxialFRS , to a66 zona;ca ;LurIell and DOhghtexposed;a10 verllcel aftand OgM1I exposed;C-C KKmanberm and forces&MWFRS br readrom slam;Lumber and for 611 plate f WDDL_1.6O 3)TMs Mussfesr ixetleesign fora li lodp,noe, pt the in a wllhs ygNula Ilyaloads. 4)t ThH Vuss has been lon,chord for a live load t omthei a1 iM1a Ooftom cM1oltl In ell areas Mere a rectangle 360 tell by2A0 Bade Bill lir to proons)f bottom to there,corrections.ew ober memberm. Sl Pmi&glydar(s)for duns to m(by onnectima. 6)Prwitle mecM1anlcN connecgan(by dherm)of truss to bearing plate capable of eiftlaendng 1OD IU uplift at pint(s)1,5. [A�WA:1'4-VMIy4Mpn amNep�waw —.VMmayNalae .No dl3p(leG}wm 1—IN MealmMc�8lry d WL yl"ou'rl.. le..11Y. oeWnHa'lI�TXcoletlkb Pa<'en11rFNMo1hM.Idp FnwelYaW/u�clrMmemFsrS wYY.PWbbmg ordpanmlorft—'Nswkwerdonalaa2x.6eYvaY.PlecnmaMdoCYp aMrmz•u1ol�:Memo reeallaVlRl aMY23 CIaM;wed9aY BCR auITYCanp)Mal ralrye.FL aN10 ay.1Y are pv<I14e M1an ln6 gab MMe.2IB N.Lm SM1eel.9lle JI2.NemMka VRR2JIG. Jab • Them Thav Troe Oty 'PM Rivemide Homes-Lot 121 ASCC-JB 03 6]5 J180407 K01 )Hip Girder 1 1 Jab Reference o bona! Manning Building Suo,ies, Jacksonadle,FL eolOSAprMw16MIThklndusermajnc. Im Aug2315:0]:022016 Pages IDs WC]IIknODgMVrIMOZ VPFWuEZL91_EpX wTzm_VRcdIHIdvUZuhLDXm 'smuN 54-0 9-841.4 1 1P4�0 600 40d 48d SO-0 N41LED Scale=1358 4e]= NAILED Spatial SPanalNPILEO 1are 11 NAILED 4r]- a low 21 4 M .24 5 BW I2 n Ill N i q 2 ° S (� tale 20 27 0 M 28 0 30 ads I I 15H 11 NMLED dift= NAILED 1,U4 11 we n INKED MANED bbecel Beside! WALED NAILED 500 B$4 144 8 1818 500 1 464 sas 1 soe MalsOffivall Ino-&B Ed9 1 19'0.5 az I r&o5<O-z-Ot no&n Edo I LOADING(psi) SPACING 2-0.0 C81. DEFT In Beef lown L d PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TC 0.82 Veditl 0.09 0q >999 240 WA 244/190 TOOL ].0 Lumber DOL 1.25 BC 0.92 Wal(TL) -0.19 a9 >999 160 BCLL 0.0 ' Rep Stress Ina NO W B 0.16 Horz(TL) O.OB ] Na Na BCDL 10.0 Coda FBC2014]TPI200] Math-MSH We1gl 10310 FT=20% LUMBER- BRACING TOPCHORD 2x4 SP Ill TOPCHORD Structural waocirmaming direct,applied or 2-11-8 ac pul BOT CHORD 2x4 SP Not BOT CHORD RIOd mah,directly applied or]-0.6 do branding, WEBS 2x4 SP No.2 SLIDER Let 2x8 SP No.22O0,Right 2x6 Be No.22-0.0 REAL Nk Qbhize) 1=1321N-58,7=132M-Se Mex Horz 1�](LC 24) Max Uplift 1= 86 LC 81,7-4818) FORCES. (Ib)-Max Camp.Mlax.Ten.-Nlfoc 250(lb)ortema epi Mlenshown. TOP CHORD 1-3=1653540,34=-18ffi/613,4-5=193&813,59=1850/]40 BOTCHORp 1-tic-5]fi/1464,&10=515114]1,8-9=552116]1,]-8=55311464 WEBS 3-l0=01340,3-9=-2781832.4-9=-5261313,59=-27M32,58-0 3 NOTES 1)Unbalanced and live leads have been consumed for the design. 2)Wind:ASCE 7-10;Vu11=130mph(:-second gust)Vioul 1mph;TCDL-4.2ps1;BCDU3.Opaq h=25ff;B--4511;L=2411;emm=-4t;Cat. 11;Exp B;End.,GCp=0.18;MW FRS(dlle Ronde;cantilever left ars,right exposed;aM vedue l left ars,right exposed;Lumbar DOL1.60 plate gdp DOL-1.60 3)Prwida seawall drainage to prevent ander ponding. 4)This toms Fed been desigruM for a 10.0 psi bottom MOM live load nmaoncument x110 any other live loads. 5)-The truss has been designed for a live lead of 20.Opb1 on the bottom chord in all areas where a radalgle M-0 tall by 2-0-0wide fish fit between the bottom clad and ane dN mambas. 6)PpI mechanical connection(by others)of tham W beering plate capable d xlWaendng 1O01b uplift at joint(s)except all 1-486,7-4436. ])'NAILED'Indicates 3-1 Oil ft, o1&120 ft)T V .26-)toe-rets.For more detats refer to MITek's ST TOENAIL Good. 8)Hamga(s)or other connector devices)shall the prooded sufficient to support concentrated foal(s)3191b down and 333 to up a 5-Oq and 3191b down and 333 to up d 14443 an top Land,and 121 Ib dawn and 461E up a 5-2-2,and 121 Ib noel and 161b up at 141-10 on t erlom MOM. The deslgNeeleclion of such connecton dedcamn is the respone ly d others. 9)In the LOAD CASE(S)wagon,loads applied to the lace of the tress are not"ser front(F)or back(B). LOAD CASE(S) Starvdard 1)Dead a Root Live downted):Lumber lmm"e=1.25,Plate Incressa=t25 Unborn Laadm(pit) Vent:1 3=-54 3-5=-54,5-7=-54,11-15=20 Concentrated Loads(Ib) Vet 3=24](B)5-24](8)10=96(8)8=-96(B)20=55(B)21-65(B)22=-65(B)23=-65(B)25=55(B)26=38(B)2]=343(8) 28=38(B)29=30(8)30-51 Qw4ANNaVrly Onlpn pvunAewM aEOa NUIES CH iX6dNa tlICLUOEa MIIEN aEFEPPNCEYIpELi]T. m.IaRVA/i BEIOMEYL. @LLyl r-1 w -on 6Moodand redmz lrt Je.SW.. ti«Yyurm{x.onelam.Yurvm.avJlal«aJtlM1kxYx d do'cl«r{vrmt rot e61 mourn. 6a1«am.nw[xAM1p tle-mrmvd.Irea{yl'viMW ordefkT r, r.norsatlR ope.lY sic«a a WYarnlo Ila avers wargmdan.eamglr.xwleenwwavenlewan®�Iemaaxr m,B N�oaa1«�mmanamNa «+v.o�dlll«in lemP«oiYarw.B adwanra.awedbsldMllyaNio aavanl�dmsa comm pomla pemmdraEv and wopadvdana9». r«9arerd 9edmca rad«erg e.0. lab'bolkn n«ma.mlNwY.ereollon and aamg ollnrvedmdlivaralamr.aaa4N9AD1 gaa4b cm.dabsaam moxa NAAavcNmraNwA eew roe Er eco. ydryry yeornptlar 4wlaNe tan rrm RaW YiaL41e.Rte N.lee SIreel.9lb J12.NemMMi VAY[d14. Teirye.FL 3ffi10 Job . That T..Type Ory Ply Riversm Riverside Homos Lot 121 ABCC-JB • '16090] K02 Hip 1 TWM76 1 Job Rebtiorelrence o Mrnnilg Raiding Supplies, JacxepnNlle.FL 00106 Apr202016MITexlndueholee,lnc. Tee Aug2315o07932016Page1 ID:IwUUSC]IUcnOOgMVr1210zWpF_6oxWJc9]IAYdryYGyCWLHYy3N01MIIZ9HK82ykwA1 ]-0-0 1240 19L0 ]-0O i40 Y0.0 K]= Sob=1:M.1 G6= 0 10 19 4 ZaO 12 1] 20 eve i tr 2 5 I 8 8 ] 22 qrq it ISs< II YI< 3® II 7-0O 1249 1940 ]-60 548 7Y0 Plate 011seb(%YI- 11'62-120.15113'0-540.2-0I 16'3-4-150-1-51 LOADING(Pal) SPACING- 2-0.0 CSL DEFL In (lac) Va d IM PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.41 Ved(LL) 006 ]-15 >999 240 Mi2O 2441W TCDL 7.0 Wmber DOL 1.25 1 BC 042 Veril -0.13 8-11 >999 180 WILL 0.0 Rep Streee Incr YES WB 0.09 Ho2(TL) 0.03 1 We We BCDL 10.0 Code F1302014BPY2O0] Matrix-MSH Weighho W lb FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 5012 oc burins. BOT CHORD 2114SP No.2 BOTCHORD Rigid telling dlrecty applied or 10 0-0 m Madig. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 200,Right 2ffi SP N0.22-0-0 REACTIONS. gb5tze) 1=]1]N5E,6=]1]10S8 Max Horz 1=94(LC 10) Mex Uplih 1=-140(LC 12),6=14OILO 12) FORCES. fib)-Max ComprtAax.Ten.-All hopper 250(10)or less excepl ailen shorn. TOPCHORD 1-3=-013n288.3>�89/281,46=83226] BOT CHORD 1-&-127/699.]-8=12]004,6-]-12&fi54 NOTES 1)Unboareet W five loads tleve been considered for thle design. 2)Wird:ASCE]-10;Vu1t=130mph(3escond gust)Varel lmph;TCDL=42psf;BCDL=3Apst h=25R 071511;L=248;gave=411;Cat. II;Exp B;Encl.,GC".t 8;MWFRS(directional)and C-C Eder0r(2)0-00 to 30-0,Interl 300 W 7-0.0.Exledar(2)7-60 to 16-7],Interior(1)1S]-]to 194E exe;cantilever left and night elposed;and vaboal light am right arposed:(>C for membeps end tortes&MFRS for readipne slevm;Windier DOL=1.60 plate ghp DOL-1 bO 3)Provide adequate dranager to prevent water printing. 4)TTIs Imes has been resigned for a 10.0 per bollom chord live load nonophounienl with any other live loads. 5)•TMs truss hes been designed!for a live load of 2O.0pid on thebotorm chord in all areae einere a uWangle 330 tal by 20O aide Wil fit preview he bottom chord and any other members,With BCDL=10Opet. 6)Provide rn d al crinnedlm(by Miers)of house to beaMg plate capable a aimstalding 10010 uplift at joings)except fit=lb) 1=140.6=140. A wA9Na1p-V , -,.Pnm ...aNo.OMNIS ENpLHCLYOEp MIEx aEFERP NCE P4 be Mb AA-rOPYNIFeEfORE UeE �n vom logy me aey WA MIIHOcmlct-.u~aWsotl wJY ulnn ngwnelurs5urwn,mo alw m..dACkga:anpa5nl.rot emsy he",&..-1.bul Omdiw..,-N InerpLJlcdJlN of tl upu Ielenu J P,1_1 ftuP ale ab basun.the-il buida"poeirlrdaM'�eMEad��MtlXYOd�bp e�eMcdlq.'e ulm�Tb palpnxl te.YaMPWw1Y Wn4ae.(d�ertlelin9lbaf'oory dlq fie cot llrcI e a aur,9a dolyY,aeclblm]bapxgalflAiesandmle.mlarc®arMNPll olbhC4lwh,p54N aM rCwMMgCampenW ew veM Ew 6aa. aflMy HpllgXm avtlkde M1CT mm Fula MIPIe.218N Lae Street.AIbd12 Ne[arNa.VA22n1. Ta,FL.1. Job . True T.Type O1y Ply ' RNerdde Homes-Lot 121 ABCC-JB TBSail J18040] KillHip 1 1 Job RetMwce o conal Memlilq elicJilM Supplies, Jecl®amille,fi 8.010sApr202016M(Tek WJc?VAYdY TINAup HbIW2lLy4ZgH16 yagef ID:1wVUaC]IUcnFIR-12 12DZOVpF_4orWJc9]f'71! OyCWLHb13J21Ly4ZAHK82ykwuM N-12 &60 10/8 14&12 IWd ' 4}12 l 4�a i t1e I 444 I az12 44= 4,10= SWs•1388 4 e.ap /2 3 6 B 20 4x4 2 ] 1 3 Q w 64 Ib tk 0 B 47 II 3x0 8-0O 1018 fill 90-0 1i8 600 PI t Ott DCYf- f 'P2-120-05L 1S'O7-120.2-0I IBU-41500-51 LOADING(11th) SPACING 2-00 C81. DEF- In Q.) 1461 w PLATES GRIP TCLL 20.0 Wets Grip DOL 1.25 TC 0.23 Vail -0.10 617 >999 240 W2O 2441190 TCDL 70 Warner DOL 1.25 BC 0.68 Vert(TIL) -0.26 617 >69'2 180 BCLL 0.0Rep Stress Inc, YES WB 0.14 Hool 0.02 8 No we BCDL 10.0 Cade FBC2O1MPI200] Matnx-MSH Wall 117 to 7=2(Y% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD Structures Wmod Meetllilg directly applied or"-0 so audit BOT CHORD Met SP No.2 BOT CHORD Right cellll Mason,appear!or 10 0 0 cc bradlq. WEBS 2x4SP No.2 SLIDER Wit 2x8 SP No.220O,Right 216 SP No.22-0-0 REACTIONS. Qb1912e) 1-71M58,8=]1]110-5-8 Max Horz 1=120(LC 11) Max Up1N I=-1 all 12),8=14O(LC 12) FORCES. do) Max Gump.Mex.Ten.-Nllomes25OQb)orlessev twhenahoWl. TOPGHOflD 1-3=-881278,3-0=]91252,45=56L24],i4-]24251,68=-890,278 BOT CHORD 1-10=P1209,9-10=481550,&9=-184/!08 NOTES- 1)Unbalanced roof five toads neva been conaldemd for this deslgn. 2)Wind:ASCE 7-10;VBI-1 Sol(3,sevnnd gust)Val 01 mph;TCDL4.2ps1;BCDI=3.Dpsl;h=25n:B=45tt11-24n;eeve=40;Cat. II;Exp B;End.,GCq=0.18{MFRS(direeboodo and C-C Exletlorl2)0-00 to 3,00.Interact)3-0-0 to 9-0-0,Etdetlor(2)9-00 to I"8,IntmorO)14-10-4 to 144-8 zone:cantilever tell and right eqa ted;end verlicel ten and right exposeO;G-C for members and from 8 MFRS for Ieaddn9 shown;Lumber DOL-1.60 plate grip DOL=1.80 3)Floyd.adepuate drainage to Parent wafer po dfirr, 4)This nuns has been designed lora 10.0 psf bottom chord live load ronconwlmnt Wth any other love loads. 5)-This truss has been designed for a Ilya load of 20o l on the bottom chord!In all areas wham a rectangle 36-O tall by 200 wid. Will to Mines.the bottom dad and any and members. b)Provide mechanical contro loo(by 081ers)of Huss to bearin,plate capable of Withstanding 10010 upon at jdnt(s)except gF41a) 1=140,2=140. IINW4 VM/y M4pnpwnulw mONE4p NOTES PW MI9xMOWCLVOEp MIEN e6FIixHCEP<GEM6AAlau.169YNI56EE can Wegn-socd—.MOMfokNmumldclM 9pnktrnMwiY W]l paanefeos0own.w]klw mYVIIYFxux WYOIry,Jmmryxmriwl sy ..lm. lr cul ocoa— n ,Mc` kt41on WOO vmle... cly, pu .T ,JcoJnGIJqWMQMrolhcr cryaMdcco1u1¢naomenldllal loo'1V siTe k 6tlwaya legletl lw sleNllYaM b Pandyo,oq®Mln tuna ,coschlryad PpaMdpngta_ . gelwd gY_kawssees f,e 00<Pske Esso Blvtl k<h ' YavJa.tlMNelV.mecl'naxl haclrg Ol lnst'eatl MmrySani MaMIWMI6WIry CIIMIq OBB�M aM BCL PiIIIp CaIVawN Tertpa.FL E3la }yely Malliallal mvMxe epi pW Rule MMi0e.21a N.lea3 1,.ay.NevaaN,VP mc, Job Trues Tim Type Gh PtyRlvereide Homm-Lot 121 ABCC-JB 03 6 8 J160I0] K09 C. 10 1 JaD RMxame o Ronal ManNng BUldirO Supplies, JazXsarville,FL B.Ot,MApr2 ,F-T M lndueM lno. Tw Au 42 T.I]9E".LPaluL ID.1wUUECT 1"10MV1121oi0VpF-THMKmgllflrR]n1AnJB5ETR2Zry0TazloeEOK01eUyAwuL 411-14 P84 14410 1BL8 411-14 F 486 486 411-1E 41_ SuO.=1:429 4 6.00 12 10 to 4.5r4 c 1.6,4 3 5 1] 20 40,i 4U 8 2 1 W B 4x7 II 3a= 4x7 II 4B> � 1948 88 O8 Plate011estat 11'02-120-0bL F]' - 509-51 LOAdRG(psi) SPACING- 2-0-0 CSI. DEF- In 0.) Vdafl Ud PLATES GRIP TCLL POP Plate GOP DOL 1.25 TG 0.28 Veri(LL) -0.11 315 6989 240 Lff20 244/190 TCDL 7.0 Lumber DOL 1.25 BG 0.80 Vidal -0.28 8-15 .840 180 34311. 010 ' Rep Shoes/nor YES W 1 0.16 Hoa(TL) 0.02 ] We as BCDL 100 Cale FBC2014/RPY200] MaMx-MBH Welght;10011, FT=20% LUMBER- BRACING. TOPCHORD 2x6 SP No.2 TOP CHORD StmcNrel wood sheatION amity applied or BO-0oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ce liW direcly applied or 10-0-0.c bea lg. WEBS 2x4 SP No.2 SLIDER Led M SP No.22-00.Right 2x8 SP POP 2-0-0 REACTIONS. (IGbles) 1=71711-58,7=717N-58 MasHoa 1=128(LC 11) Mas UpIft 1=-140(LC 12),]=-140(LC 12) FORCES. f1b) Mex.Comp.Rlax.Ten.-AB forces 250(lb).,M except WTen clown. TOP CHORD 1;k845258,34=]11236,45=]11294,5]=845/258 BOT CHORD 1@-144203,]8=144/]IXi WEBS I-B=130/504,5-8=25N152,38=254/152 1110 S 1)Unbalanced root live loads have been o3reMered for this design. 2)W Md ASCE 1-10;Vult=130mph(&second gust)Vasd=101mph;TCDL=6.2psq BCDL Gxff;h=25tt;B�f;"-240;eays4ft;Cal. II;EryS;End.,GCpi=0.la;MWFRS(amctional)and"Eld%Ed2)0-09 to 3-0-0,Iniac )30-0 to 384,Exteror(2)334 to 1284 z.ne;Pounds.,left and right exposed;and vertical lett Imd right repeal for membere end f ...III MFRS Im reactions shorn;Lumber D01=1.80 plata grip DOL-1.60 3)The buss has been designed l.r a 1 O psf bottom chord live toad normoncurlent Win any other live loads. 4)'This truss has been designed for a live load Of 20.0pst on ft Whom chord in all areas addle a rectangle 350 tall by 2dO WIN, ,111 fit between the bottom Photo and any other members. 5)Fordo.mechanical commotion On,others)of tmss to bearing plate capable a vlthltallang 1001E uplift at fonts)except OWb) 1=1 4 ,]=140. A'L-- as use D�EJM19W.0-B-wry 1,.11. mR, . var, m -tar-lrsmamIrO.-ll I.., m voh .-1 nryIT.. MtM21h60onc6dn de.Pl. utlV1on1kM.Lovnaotd l Mil adwoyllegletl MSI2p.Y�le weva.lcdlgws Mm lwmd. M.a1Ymlwc[»,IYdu,kV. ra,le,re,ar.-IrPCIFtplxllha Ktltaavl Aa�e.daNely.aleclMRH d6apolnrsJeaMlnnryiR uasMXst/IPItGWhGI1xX1.p5FNM4 Fe.V 6utllq Cmpwl�tl 1.4.,.r-I.11 assard mpxmaVt ..LIm FivexrtllMe.419N.L9e excel,elle312 Ne.anah VPII]14. Te,rye,FL 33610 T. TnaE Type Ory By Rlve.d.Homes 1.1121 ABCC JS 933 6]9 J180107 KOS HID 1 1 Jot 16 M(Tce o uftel Meaning Building&pplle; Jazlaclrville.FL Apr MITexlntuci uIrc. Tue Aug2315:0]:452018Papef Ip:IwUUEC'.l 10 a 120yMVr1210zOVpF vTwlrAlta%MuntlLMlgbmNvplyanFGN1_m0/uykwuK 49t2 94E too. ustz _ rase 49tz 40.ea$+ a-alz Q4- 44= BW..142.4 d 5 8.001z SMO 1SS22 20 21 3 a 10 4x 1' z i �6 tpa h] II 3M= d] II a4= wo 0o ff 4a w-0 9aa PI 1 Ottse (JLVI- 1 42-12 0851 10'6 - 50-051 7LOADING Qaf) SPACING- 2-0-0 CBI. DEFL. In go.) "I W PLATES GRIP TCLL 20.0 Rale Gulp DOL 1.25 TC D.27 Ved(LL) -0.11 9-17 >999 240 M@024,/190 TML ].0 Lumber DOL 1.25 BG 080 Ve0(!L) -0.27 9-11 >881 180 BOLL 0.0 ' Rep Stress Inc, YES WB 0.15 HOrz(TL) 0.02 a We Ne BCDL 10.0 Code FBC201G 112007 MMnix-MSH We19M:1091b FT=20% LWIBER- BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD Stroduml xooO ahandiilg directly applied or 6O0 w poohd. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid telling diready app0ed or l0-0-0.c bracing. WEBS 2x4 SP No.2 SLIDER Lett 2*SP No.2 280.Right W SP No.22-00 REACTIONS, gDhize) 1=717038,8=71710-SE Max Rorz 1=125(LC 11) Mex Uplift 1=140(LC 12),8=-1d0(LC 12) FORCES. Ob)-Mex Comp.Adax.Ten.-NI foram 250(Ib)or Zeds except when shown. TOPCHORD 1-3=e8eYL]1,3b]1n295,45�5fiS2d0,5E=]19245,fi-8=8882]1 BOTCHORD 1-10=-182]]0],9-1R-3&539,11-nd5]/i0] NOTES 1)Unbuttoned red live loads have been considered forthis design. 2)Wind:ASCE]-10;VW1=l Wonph(ft-second gust)Vaso=101mph;TCDL=4.2ps1;BCDl=2.OPd;h25ft;B 511;L24ft;.0-0t;Dal. II;Exp R End,GCp12.18;MWFRS(dimcBOMQ aM C-C EAe or(2)040 to 3G0,lnterlorh)M-Oto 9 O,Evdeniar(2)940 t. 1048,Imedon(1)14-3-]to 194E zone;camilever left and night exposed,;eM vertu al left and right expmeo;C-C for members and, forces&MFRS for manhood shown;Lumber DOL=1.60 plate grip DOL=LBO 3)ProWde adectate drainage to prevent water poMlng. 4)This hands flex been designed for a 10O Poo bottom dwm live load,fromonwerenl and,any oMar live loads. 5)-This truss has been designed for a live load,of 20.001 on the boftdn chord In all areas wTere a radangle 3E-0let by 2-0-0 Woo rift fit between the bottom Ehord and any other members. 8)Provide mechanical connection(by others)of toss to beedtg plate capable of wlthsWMing 1 S to uplift of IOInt(s)except Qt=16) 1=140.8=140. Qw<aNWU entry do0ow +mtl tlaFl N.IEe W1lIe5 ANn aCLU.EU MIIENFEFEPIXCEY MF)<9 aEV �now nVdlaRnpwea�l-mo OVtlaAA f mIuNlpYdaglyINl1Mh uu,0 woaYINpx+w V-M'� 'urneewwrsm.w]aq h rAi f �rt I iatl pl.1ptleYmi. ayighMMe04bpeVmttictlxpINtlNMiu9 Mm Y.ebatl/wclvtlpnap�SMY-M xwntdafy e 61xValegAetl MaktillV�bIXevanlroMetawtlnpwde Po�+4 M+V cid p.F811Y W.g7a, !q 0.newl�Uul�]wn+rcgu�Nrvl ttx Mxlcdtn alWq'B.U94aY.epeClMWtl.cFpdLUO99¢A MimaySane ce&MA/RII OIXIIN tY11M..Ods99eM BC51 WMMq Cempanw4 aBJ40.b ErI Wq ty.lyyiymypb a.�elmm i�Rale M9Me,914 N.lee SAet.9I1a 419.NemYJh Vx Y[d1E. Tenpa.FL 3401. Job • • T. Thies Type Ory Pty Rivavde Homes-Lot 121 RBOC-JB B33 600 J1EdIW KOB Hip 1 1 Jab R.I. o Meaning Building SupPles, Jedaorwile.FL 8.010cp16MiTustne suAag23f5:07:a62B16Peg01 I0:wWC]UcODgMVd2l=VpF-PAWLUI211P5HXMW )viGOeVO%GV-jNykwW 74F07A0 42 8 10-441]40 � a 9 4v7= fink-1:351 41= 3 10 19 4 0.[O 12 1] "2d 'DN 4N L 2 1 8r jd 21 0 ] ad) II 1.5x4 II des= ses II ]+o 4 1218 199 740 48a 74-0 PI1 OB 1 IXY1- 11'62-120-19113'03-00.2-0I I6U-0-150.1-BI LOADING(pN) SPACING- 2-0.0 CSI. DEFT M (roc) Well IW PLATES GRIP TCLL 20.0 Plate Grp DDL 1.25 TC 0.49 Verl(LL) Q01 ]-15 o9B9 2d0 Ni 24 90 TCDL ZO Lumber DOL 1.25 BC 0.43 Verl(TL) -0.17 Stt >999 100 BCU- 0.0 ' Rep Stress Incr YES WB 0.09 Hoa(TL) 0.09 1 Na Ne BOOL 10.0 Code FBC2014RPN007 MNM-MBH Weigle:9711, FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Seminal most slxeet0lrlgdirectly apphad!OF 5-6-0 m purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid calling dlret),applied or 10-0-0 oft bmdrg. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-O(),Right W SP N.2 2-0-0 REACTIONS. Qlsonze) 1=717A 8,6=717N-59 Mex Hort 1=981 Max Uplift 1=140(LC 12),6=-140(1012) Max Gmv 1=M1(LC 171,8=T21(LC 18) FORCES. (Ib)-Max CompWA Ten.-Nllomea2W(Ib)orleeseuEpiwhenshown. TOPCHORD 1-3-8081266,3-4=fi8BF202,d�Ett)286 BOTCHORD 1-8=-122900.7-8=121905.6-]=11M!57 NOTES 1)UnMarwW roof live beds have been considered lorthis design 2)WIW:ASCE7-10;VulL130mph(3seoondgust)Vasd=lotmph;TCDL=4.2psf;BCDb3.0psCh=25ft;8=450;L=24tl;..v t;Gat. Il;Exp B;End.,GCp=0.18;MW FRS(dlredloml)and C-C EXledor(2)040 to 340,Inledor(i)3-0-0 fa 750,E WOr(2)7d m 1c3-7,Ialedor(1)16 8-7 to 144-8 zone;rantllaver left erq right exposed;end eerliral left anal right extased;C-Contrarieties end I..&MFRS for o tv,fiore shake;Lumbar DOL--1.60 plate grip DOL--1.60 3)Provide adequate drainage to prevent water poldllg. 4)This trues has been designed for a 10.0 pei bOftom Chad flaw load noncoaxerant With Wily other Ilve loads. 5)-This tmss has been designed for alive load d 2O0ped an the bothol chord in all areas wfiear a rectangle 3-60 all by 2 00 aide Will N between the bottom dwd and any o0ror members,ran BCDL=100pd. 6)Provide mechanical connedbn(by others)of trues to pal plate capade of wiNstvMing 10016 uplift at)OInAC)except Qt=11,) 1=140,6=140. WIPHWO-Ybry O•Mynpruaxm mCPFAa NatEa aH Iltla ANa WCLUOEa MrtENaEfEMNGE VAOE MiATJm.IMNAISaEFO9E VSE �wlp lo,ur cWY�In M11eA@cmreclws.IlYstleW{,k CtietlwYYupin Mamelers 9uwi.uW klam MlWAr.-A bANycdnpnnnt ml � dWrgWem.eetwe ws.rtwhiNgdetlaw mIM uenN Ire yWc4MlNotamlylparmwlmoW Pa�lYwcaKroR nNOa4T Mlo v¢overcll dYM. aalgt4aletlata PawYaldcplryotivarYad aus wsOmNw clnOmemtnn 4 /NOIMw YIanMal'RM WrmwanldocFg MiTek- aWv/elentetlbl5{YAIyaMbPeYanled�Mll,Kale neic+rMM19rymlpMerlVda'a<W. For%rp,d 9retbica regadrp Y¢ Bao Pm4a Ean 9MJ lLLvk:oM aMUA.(IE•WrY.naMatldwiq of M1UCeaod9uw Mreme raeYl9/MI OWbGlXwla.W9M OM9C9 NwlgCampwMtl fdMylrxanrW.'IiaWmle tcT M1i6 Rok MIMDa R1¢N.Iee AleeI.51Y1e 31 y,Plevmilki VRYl310. tanpe.FL]Yla Job Thee Table Tyler Qty FAY Riverside Homes Lot 121 MCC-JB T9331681 J18040] KO] Hip Cvmar 1 1 JOp R.Ia016 MITte 0 .10 Industries, Marring Building SlgpNK JazWOweIN.FL 0.010s 4VdZ20m9MITek Ind�eM Ind. TIl8Aug2316:07:OJ2018 Page ID:M1IVUSC)IUc1A0gMVr1210NVpF-tr2SOSM13Lec1Felme189BS9O98gE0z9UHF%Fpftwul 3P0 P1368 1810 � 6A0 334 fl 3-0d 840 47- syadd Yale-137.1 1.5x4 11 NA ED 17 3 10 4 M21 5 In aOn 12 x4' a4. y 2 e 1 7 1g 10 B 22 0 23 Y7 1 30 II M= H7U26 M II hJ :1 speosl sai 600 PBI 130.8 1948 600 3Bd 38d 840 Rate 011aele lXY)� f3'.0'540O 2.0115:0&40-2-01 T LOADING OR SPACING- 200 CSI. DEFL, in goc) Val IM PLATES GRIP TOLL 20.0 Plata Gnp DOL 1.25 TC oM Vert(LL) 0.06 8-9 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 125 BC 082 Vert(TL) 0.14 S-9 >999 180 BCIL (LO Rep Stress III NO WB 0.20 Hpa(rLl O.04 7 Na we BCDL 10.0 Cade FBC201,VTpl20D7 MWx-MSH Weighi:1161b FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Slrudural weed sheathing dinm4applied or 3-1-0w pur ins. BOT CHORD 2x11 SP Ni BOTCHORD Rigid milling directly applied or 9-108 or,brecirg. WEBS 20 SP Ni SLIDER 120 SP No.22-0-0,Right 20 SP".2 2-0-0 REACTIONS plaslaot 1=1141/0-58,7=1527/0-58 Mar Horz 1=80(LC 7) Mex Uplift 1=298(LC 9),7-456(-C 8) FORCES go)-Max.Comp.IMax.Tm.-Mltoroea250(ib)orl excaptw nshown. TOPCHORD 1-3=157&4M,34=175W571,4-5=-1750/571,5-7=2209009 BOT CHORD 1-10-314/1241,Pt R-32&1242,6-9=519/1793,78=51&1764 WEBS 39-_322/fiBt,6A_-261/143,S9-286277,5-8-23&890 NOTES- 1)Unbalanced roof him loads Cleve been considered for this tlaeigrx 2)W Ind:ASCE 7-1P,Vu1k130mph(3sewntl goat)Vaad=101 mph;TC13IL4.2psf;BCD L-3.Opt;h=25X;8=458;1-24X;dave=41C Gat. II;EV B;Encl.,GOp1=0.16;MW FRS(direch-.0;can4lever left and ngin exposed;and vertical left and right exposed;Lumber 001-180 pate Bob DOIr1.60 3)provide adequate drainage to prevent Water pBMing. 4)This tm3a hes been designed for a 10.0 all bottom chord Irim load nonLencunent win any Omer live loads. 5)-This truss hes been designed for a I'we land 0 20.0ps1 en the bottom chord In all areas where a rectangle 330 all by 2-0-0 were x91 fit belveen the bomm child end any other members. 6)Phe de mechanical connection(by others)of truee to tending pate capable d Wlmstendmg 1m to uplift at Ioinl(e)excend(i 1=298,77156. ))Use Simpson Strong-Tle HTU26120.1 DO Girder,11-1 Odxt 12 Those.Single Ry Girder)or equivalent at 12-1-12 foam the left err to coniftect lrusems)to trop face d balloon chord,skewed 0.0 tlag.te the left,sloping 0.0 tleg.down. 8)FIII all hall Mles where hanger Is In contact with lunber. 9)'NAILED'Indicates 3-1 Oil(0.1481 or 3-12d(0.145'0.25-)toe-halls.For more metals refer to MITek's ST-TOENAIL Dealt. 10)Hangegs)or other connection device(.)III be prouder sufficient to support concentrated mads)240111 down and 252111 up at 1318 m top chord.and 261 m roam and 126 to up at 13-1-10,and 205111 down and 10416 up at 13 6 10 M Mltom chord The deslgNselection Of such connection tleNCOR)Is the resperem1111,of olhels. 1 t)In me LOAD CASE(S)section,loads applied to the race of Me truss ere noted as hard(F)or back(B). LOAD CASE(S) Standard 1)Over+Form Live Malamatl):Lumber Increase=l 25,Plate Increase-1.25 Unlfo0n Loads(pit) Ved:13=54.35=54,5-7=-54,11-15=20 Q W4MIWP LM1,IfyCrlenpsnmrtm en4 aEab amas ON nor lap WCLppae IMFx aEFEa .YR6EeF747]m.1.11 BEFOMVX Magi vd0la uce MY WI1,1.XaiPr e:enncv:kxs.IMIle9P,hL]aJylµllwanxlenCw,.wJlxnm mlrvJIWAN WIkHlp eanPwwnl.rot mnsnlen, aalora.aa.lren4laiw.wap�l mnn wnn na,aWmmlNoldwpllnlarelw.a,ewww1v11�omwol.nsadlP.tmllw Drab Mgd,fbn. 9acYp MBcaletlkln pavanlgcW,got.✓A,kA.d lnmwaEml/dclxxrmenibwawyy.AdJWWdiWnpdvya/lpemgwnlMa'Jlg M ek' kdwa(.IeWeOlw ipJtlnmtl bgevml cdlgwswllh pwlAe paadtAxy O'd INgYRy Wnma.fdpwiwW P1]mce repuJpms (drrolbl5lagre.�INe:Y,elecllmaW doCFp dnV.aziwJ lnms/eenitssBWN/MI i11Y Mw1499Bi9aq CYYtlgCanwMnl Won Pab EM Oetl. 9y41y1rlpmWyl OvrldMa hen lnffi HaH esMlle.RIB N.1�SIIw1.9xb J12.NBPxlkx VRYJ14. Tench,FL]aa10 Job P Trutt Tun Type Dy Pty Rwmi&Homan-Lot 121 RBOC-JB TIX13C8e1 J180W] K07 Hip QMx 1 1 J0 016 Mfnoe o Orel Menrc�q Building Supplies, Jnlnomnlle,FL B.Ot0eAp20201a F- aW dntria&IN), TOe RBS2 g1 E8W2016 UHFXpege2 ID:txUUeC]IUcrppgMVi1210IDVpF-b2505MYJL&1 FSMet BgBSeOgeaEezpUHFXFpykwul LORD CME(S) StarMaM ConmInded Lbeae(Ib) Vert 5=11](F)8=-261(F)20=)1fF)22—M(F)23=-205(F) QWIM/O�YNYyWbn{awNxP w+OPEIO NOIE40.V iM91NOWCLUOEO MrtENPEEEPIHEE PIOEMtr]ITJ m.lOAV3alEaEEWiEUEE ME' 0.i'DBNNyymerty xlTMleLW conwcY INVMLpnkMmOONY4�w�Manglem8cwn.mlklwmYeNNtlM dPMy wmp rpt wil Imn MiPU11.�laieve.IlppE(Yptl��e�muiwwlly ll'e 4%aUodiNolOa�'�Mm¢Matlptt�Y W�Ub RE��U�INo lla Uve�all °n..w�.B�eiN�meoemmewe^�w�u.no�u�w+Nan.ea,maan,wm.,m.mv.am.om�N�n.mep.m�mM�.m�a MiTek. ea..eW�eyeolu 4yinyWJropeven�ccNrya' wnNwntle Gem�dlWYald POMMhmage iw�eNO�'s p>rtYVM kdLVMSNye.�naY.aecbnaWNM9o11NRx5uM nuryMnaBMIW11110bIE�.NEHaq WJWMptaryerenl 6YW Veb Een BNe. epMyliM'mdlm rtMYia adninm NOY lmMule.llBN.lee 5Yee1.916]12 Fbea tN VRTAI<. Tenpe,FL 3n1a JM • Truss Trues Type Oly Pty Rassaide HomesOf121 AMC-JB 93 4682 J180407 JDJeck-PediM OiNer 2 1 Jod Reference(optional) mSlowingMang MISlowingSupplier, Jecksmeille,FL BA10 s Apr 20 2016 MiTek Industries, In . Toe Aug 2315:06:09 2016 Page 1 ID:IwUUeC]IUcn✓JDgn4Vr1210zOVpFPOyldeqlglpuBIVUGIKiwAi]IGbiO_eOLUuecsykvma 411-0 N., -0 at10 3 Smle.39'=1' 5 W 12 NAILED 10 wS WILED 2 e � 4 NAAED e 1 12 a 13 5 ] ora% WJUp 4 N4lED µ4— set- NAILED 411-0 4161 411-0 b140 RNe ORaela(%.Y)— 0:02-12.0-241 LOADING(Ped) SPAC 2-0-0 CSI. DEFL In fee) Vtlell Ib PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC OA5 Verdi -0.0:1 56 >999 240 MT20 244H93 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.08 " s999 180 KU 0.0 ' Rep SM1ess Ircr NO WB 0.26 Hoa(TL) -0.01 3 Na Na BCDL 10.0 Cade FBC201MPMWT Mable-MSH Weight:501E FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP deg TOPCHORD SCuclural rood shesm,directly ep Asal or 6O0 oc pudms, BOT CHORD gas SP No.2 except end vem als. WEBS 34 SP No.2 BOT CHORD Rigid ceiling dlreclly applied or 10-0-0 oc bmclrg. REACTIONS. Pbou d ]-8110]-0,3=1180AecbeM ,4=2941Mmhaniwi M9YHorz 7=14411-08) Max Uphill]=M(LC 8),3-65(-C 8),4=99(LC 8) FORCES. (Ib)-Ma[Comp.M .Ten.-AII to c 250(Ib)or Iess except w en shown. TOPCHORD 1-]=34M8,1-2=-51395 BOTCHORD 5-0-185423 WEBS 1�-511324,2-5=,49]21] NOTES- 1)W IM:ASCE]-10;Vu0=130mph(3 .nd gust)Vasd=101mph:TCDL=4.2ps1;BGDL�.OpW;h158;B=458;L24M1;eav�8;Cel. 11;E>g B;Erra.,GCp1D.18;MW FRS(tllreGiorwl);cen8lever nail and dgM e�osm;ell veNcal le8 erd dgst expoeatl;Lumber 001-1.80 plate BnP DOLL.W 2)This smasseabeen,designefor a 10.0 psido0om Blom11a.nth load non MomIn al wo rnyotser liveloetla. 3)'TNS wss has the designed for a live lord of .nder on the bottom cbod In all areas wnare a re[Mngle 3-0-0 tell by 2U0 ride .11 fit between IM1e , Iftes csom all any cher members. 4)Refer to meahasl for truss N In(b mnnadof ho 5)Protide ' h1Do(0l1n -xT)orn2-ofbusetobearing plerecapable of masses ng reftrt lbirek'uplift all TOE 7,3,4. 7)In DCASInchoate.O10tl nee,loads or lied t (0.the fare of m)loa-nrils.For more assetsrefer or pack(B). s ST TOENAIL Wlell. ))In the LOAD CASES)sectlon,loetls applletl m the Iece of Me Iws are noted as IroM(F)or back(8). LOAD CASE(S) Standard 1)Dead a Road Live(beMmetl):Lumber Increase=l 25.Plate Increase-1.25 Uniform Loads(pit) Vert:1-3=54,47=20 Concentrated Loads(Ib) Vert;g=-Dfl ID-43(F)11=-1(F)12-(F)13 4ID(F) Qss. Wax4•A',6pewpnx•saeasus NOES Ps ne' p . p.M//Eaa C ceYg�uGl]I IY WIS MIIg.O I " - qN ae lasnlem P51 IM bIAIry)Md(1 '.eN N 1 Lt l-.; 1Y l IM1b 4 l . ill ",-no "' UII„mwlll a ` 1; e}xknikm,elw�ge,e] _ _ amAN-l""I'll, •M,p54O tlaC LC4 WtlMp COnpvr�l 6pM Pelle Eepa of lrv+ Icm¢. YLU. �wil % 1.19N1e 21aNL bl 1.altlleJlLN. tla.VPRL14. ienpe,GL]1610 Job . T. Tense TypeON Ply as Homea-La 121 MCC-JB 8 9609 J1E040] J02 Jack-Pattie GIdN 2 1 Job Rameme o Oona) MarMiy Building Supplley JackwmilN,FL 8.010a Apc202018F-TWlnduades,Inc. Tue AUg2316:06:502018PeAe1 10:fsUUeCTU-713 V0210z0VpF-IaW1p2953]OOUtl35H1DWCFJetpBS4Aaede9lykwuZ 441< 4-913 r 4sta Osu 3 3mN:39'•1' I� NAILED 666 V2 10 3A i NAILED 2 a a NALEO 4 e l 12 a 13 6 ] M i _ NA0.ED 4 rNILED d4 3x4= NAILED 4eN B-7 W7 4414 Rare Otlseas D(.YF- [70-2-12.0-2-41 COMING(qi) 6PMING 2-0-0 CSI. DEFL n goo) Well Lb PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.63 Ved(mLL) -0.03 SB >999 240 Mi20 244/19D TCDL ].0 Lumber DOL 125 BC OA1 V.0m) -om 56 >999 180 BOLL 0.0 ' Rep Shins Inc, NO WE 0.24 HoM(rL) -0.00 3 We Me BCDL 10.0 Code FBC201MPI200] Mems-MSH Waght:49 lb FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Svuchiml wood sheathing Ohery applied or 6-0-0¢purlins, BOTCHORD 2xd SP No.2 a lead slticall, WEBS 2x4 SP No.2 BOTCHORD Rigid ceiling directly applletl or 1000 cc bracing. RE MONS. ghhize) )=3)3N-)-0,3=11)114echenlca1,64890A.hanlcal Max Horz 7=142(LCB) Mex Uplgt)=)1(LC 8).3=68(LC 6),4-9)(LG 8) FORCE& (b)-Max CompJMex Ten.-Nllarms 250(Ibj or lase excep[wM1en sM1own. TOPCHORD 1-]=-337M,1-2=500'93 BOTCHORD 5{-181/413 WEBS 1b-5031),2-5=-OBa213 NOTES, 1)Wind:ASCE 71q Vult=130mph(3seco d goat)Vadd=101mph;TGDIL4.2psC BCDL=3.Op f;h=25ft;13=0.5h;L=2411;Oe,"ft;Gal. 10 EIO B;End.,GCpl=0.1 B;MFRS(drectldns);cantlldaur Ian and right expcaed;end yedlcal tat and dght ex Roused;Lul DOL-1.60 plate grip DOV 1.60 2)This tMas has been designed for a 10.0 psi bottom choN lis load parochia l Mh any other fine loads. 3)'TMs tws had been designed for a IIs bed Of 20.Opa on the bottom choN in al areas MOM a rectangle 3&D tel by 2-(Y0 turtle sill M Eefte en tips bottom chord and any argue members. 4)Referto girdac(s)for truss ro lm9s connections. 5)Protide mechanical connddlon(bydt m)of Buse to beaOng plea capable a W tMmding 10016 uplift i ty,ob(s)),3,4. 6)-NAILED'inarales 310d(0.148'x3')or 2-12d(0.148' .2S)toe+ $s,For more details reform MiTek's ST-TOENAIL Daal. ))In the LOAD GASE(S)section,Ideas applied to he food 0 the imas are noted as from(F)or back(B). LOAD CASE(8) Standard 1)Dead♦Roof LNe(balanced):Lumber Increase=125,Plate Increase-1.25 Uniform Loeb(d0 VeM 1-3=54,47=20 Concentrated Loads(Ib) VeR 8=6(B)10-_-43(B)11=-i(B)12=6(B)13=30(B) Q ry m iEa M aE L MII M1 IA .I J MIN. 1 `a w h MITeK I I I FL 3�610 e P k Faz r" I t a 4 I We 0.irva g, I u I.p k1I Renee ANSNiPII pw ry D50 a9 anE aC gCom�nen ay.ry lNgmaxonoW,lMe port I R nulllune.111N t Arc e'I N xa.1b VNJ9 a Ta y Jab • Tmuc Thus TypeOry PYy persuade Homm-LIN 121 ABCCJB 9334834 J18040) J03 Comer Jack 7a 1 J.Reference o -oast Manning Budd,Supppss, Jeckaowille,FL 8.010 s Apr 202016 M,Tek Industries,m4. Tee Aug 2315:06:502016 Pagel ID:hvUUSCNUwODgMVd2I0z0VpF-raW I PmSdr700Ud36H1 DOUcF Cql EIVUAe0e8atVins 2 14H0 Sod. 1]04 e.00 12 2 1 d 4 3 3m l tAq 60 flat O8se9()<VF- 14'0.4-80.1-e1 LOADING(paf) SPACINS 2-P9 C51. BEFL In goc) Vdall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.03 Ved(LL) -0.W a >We 240 Mi20 24H180 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Ved(TL) -0.00 4 >999 100 BOLL 0.0 ' Rap Stress lasr VES WB 0.00 Horz(TL) -0.OD 2 We We BCDL 10.0 Code FBC201UfP120W Metmh-MSH WeigM:4It, fT=2096 LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Struteral w0od sheathing directly applled or 1-0-0oc Pallas, BOTCHORD 2x4 SP No.2 exnsyl suet verllaw.. WEBS 2x4 SP No.2 BOT CHORD Rgid cellie,directly applied or 1660 oc bradmlg. REACTIONS. (bisize) 4=31/658.2=22MMchanical,3�11v nlcal Max Horz 4=30(LC 12) Max Uplift 2=-20(LC 12),3—8(LC 12) Mss,G.L31(LC 1),2 S(LC 17),3=l 6(W 3) FORCES. gb)-Max.Comp.I Ten.-All tones 250(11b)or less except wtlen drown. NOTES- 1) OTES1)Wind:ASCE 7-10;Vul1=130mph(3sOc gust)Vaso-101 mph;TCDL=4.2paC BCDL=3.Opsf;h=25t;BA511;"48;save=4lk Cel. Il;Elm B;End.,GCpl-0.10;MFRS(dlesctlorol)ane G-C Exh nor(2)zone;canUl.lett and righi ensnared;end vemcal left ans right expo,sm;C-C for members and to..8 MFRS for readons an.;Lumber DOL-1.60 plate grip WO -1 e0 2)This truss has been dedgmul for a 10.0 psi bottom chord We load munconmuneM with any other live loads. 3)-This truss has been casigned for a live load of 20.0psf on the bolfam chord in all areas where a rectangle 3 -0 tall by 2-09 wide will til belween the bottom Mord and any they members. 4)Refer to gircefe)for was to Was connedlomw. 5)Provide mechanical connection(by others)of Suss W beadW plata capable of vnmatand'mg 1011 Ib uplift at ldef(s)2,3. n M ] RI ,r� 6 1 ,,, WOWmik,n. l 41ea 1 veru l wll I�'I � teo�i .w /fllawxry cnl«r Dseavnm ecs mnq comPon«n1.0,tNo.Fen BNd tl•N lNwnwkca oVdade M1omlw Rate nsllMe,SIBNLeSY1ee1.9I1e 314 Ne pVM11P.Y14 Tere.fL 33dt0 lop . Totals T.Type OlY Ply Riverside Homes-La 121 AMC-JB 993 805 J180407 J04 Cants Jxk 8 1 Jo0 ReNrsrce(op"awl ...n,Bukirg auww' JaelsondlN,FL 8.010 S Ayr 202018 MiTek lMuemes.Ills. Tue"ea isai8:5120ie Paget 3Oo ID:MNUSC]IUonDDpMVr1210zOVpF-Lm6P1OA4gRMmM101paRDLBUy3JpoN001ykn Y 360 Sure=1:1]1 2 eW fil2 1 { N 12<11 3 4 Gm 11 300 300 PIeN Odaes DCYF- N:OiE.61-e1 LOADING(psl) SPACING 244 CSL DEAL In (roc) we W PLATES GRIP TCLI 20.0 Fate Grip DOL125 TO 0.12 Vat(LL) -0.00 3 X999 200 W20 249/190 TCOL 7.0 Lumbr D eOL 125 BC 0.11 Ved(IL) -OA1 34 >999 180 BCLL 0.0 ' Rap Stress Icer YES WB 0.00 HOrr 0.01 2 we we BCOL 10.0 Code FBC201Mf1`y21107 Matrx-MSH Weight:11 lb FT=20% LUMBEW BRACING- TOPCHORD 2x4 SP Not TOPCHORD Structural wand sheathing directly appllea or 3-0-0cc purlins, BOTCHORD 2x4 SP No2 evad xcept eNal cal. WEBS 2x4SP No2 BOTCHORD Rigid region directly Applied or 10 O-0 bracing. REACTIONS. (Ibhize) 0.10.3b-54),2= asohanical,3=33rMecrunleal Mex Horz 4 (LC 12) Max Uplift 2=47(LC 12),3=4(LC 12) Mar 0.4=103(LC 1),2=73(-C 17),3=53(LC 3) FORCES. Ob)-Mac Comp.Ma Ten.-Allfw 2WQb)orlesselrcepty nshown. NOTES 1)W BM:ASCE 7-10;VUI1=130mph(3second gist)Vasil=101mph;TCDL_02pai;BCDL=3.Opaf;h1 5tt;B=45111 L=24ft;save-4fl;Cal, II;Exp B;End,GCpi=0.18;MWFRS(dlreWorml)and C-C Extedor(2)zone;cahtlloser left and right exposed;and veNeel left And right axpmaQC-C for members and loans 8 MW FRS for readers shown;Lumber DOL=1 b0 plate grip DOL=1.80 2)Thls truss bas been magne l fare 10.0 psf boftom shod Ilse load noneonmrrenl wlih any outer lwe loads. , 3)'Pas truss has bean designed for a In load of 20.Opst on the bottom Mod in all areas wfiem a rectangle S6-0 tall by 2-60 was MII i8 between the Whom chord arts any omer members. 4)Refer to girder(s)for mels to tmss conneNons. 51 Preside mechanlM connecilm(by afters)of trues to beadrg plate eatable of wimstenmg 100 to uplift at Iomt(s)2,3. Q waMlxa.tNavaN pn P..^.r.,..,eesaoxora6 ax rna wo wCLuoso wrax eavaaxxca aaaerlm n..romaursearoasuse a�adoN�Imawa�u®a'eMGlMlrx3 `mfr rre�aty n¢4MIe,�tl�IM oro' �L�tinel` ersiM�[ Iv <Rui�MmC��ebdnlnr�IW,,vei�ll r ,adww°per, rm` wnwa,e`q..�`.°�mm `" :o.r�uwnd laya,a�m., d M«xrm MiTek' Ness aWaSe.elalNey.nxMn ad eacagolausxmdlnna ryes st".ANN1R1 W I.eM b.ased9V CtlK51 wIpNpCm e1 es.Uo ,11 Emreaa. aelNylwnnpYa avdmle tanirw Rab TMMe.R16 N.lea Slleel.9xleel).Neamfp.VPRP31<. iamre,GL 93610 Job • Trues TQM Type Ory Ply RWaNde Humes-Lot 121 ABCC-JB TIX134866 J18M0] JOS Comer Jerk 0 f Job Reference o Orel MenNng Bulldinp Supplies, JecMomille,FL 0.0111 c Apr202016 MiTek IMuetriA Inc. Toe A0g 2315:06:51 2018 Pegs 1 660 ID:IwUUSCTUmODOMVri210NVpF-LnKP1 OA4pR8NreM101 poVFDIlUyBJpoNlMtykxuY 6o-0 sole-1:249 2 Zrlf-2- 1 4 3 31a 11 Spa SP6 Plate OXseIs IXY1- 14:64-8.0.181 LOADING(psi) SPACING- 2-0-0 CSI. DER M gm) push W PLATES GRIP TGLL 20.0 Mete Grip DOL 125 TO 0.33 VeX(LL) 0.03 3 1988 240 W20 244/1W TOLL 7.0 I-mbm DOL 125 BG 026 VaXTL) O.01 34 >822 180 BCI-I- 0.0Rep Stress lncr YES WE 0.00 Hort(TL) 0.04 2 Ne No BCDL 10.0 Cade FBC201 Pt Matrix-MSH Weight:17 he 17=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wyad sheathing directlyepplied or 53-pm pudire, BOTCHORD 2x4SP No.2 except and verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 160-0oc bracig. REACTIONS. (INalse) 4=1 n/658,2=tt8lAlacllenlcel.3=58?AaClanlcal Mm[HorrM-tmt(LC 12) year Uplift 2=]5(-C 12),3=3ILC 12) Mmr,G.4=1 A(LG 1I,2=123(LG 17),3=00(-G 3) FORCES. (Ib)-Mai Cmnp.Mlmc Ten.-Mi forces 250(Ib)or less except avian shorn. NOTES 1)Wind:ASCE]-10;VuIb130mph(3-second gust)Vasd=101 mph;TCD1=4.2p E BCD1=30psf;0.25X;B-45ft;L=2411;eave=eft;Cat. II;Exp B;Encl..3C0=0.18:MFRS(dtrecXonag and G-C Exterior(2)0-1-12 to 8-1-12,Ime ichl)31-12 m411-4 zone;cantilever Ieft and right exposed;eIM verticaf left and right agased;C-G for members and lances 8 MFRS for reallons shown;Lumber DOL=1.60 plate grip DOL-1.80 2)This tmss has been designed fora 10.0 Psf bottom chord live load nolwonanent With any other live loads 3I'TMs truss has been designed for a five load M 20.0ps1 on the bottom chord In all areas where a rectangle 38-0 tell by 283 wide will lit betvreen the bottom chord and any olber members. 4)Rater to gincen(s)for truss to truss connections. 5)Provide mechanical connection(by others)of Lta4 to Evening plate capable of wiMmending 100 lb uplift at pinna)2.3. QWAMYNa-ev%0. P prsM=+mCRE40 NOrE9 PY nH3IHe MLUOEO MIIEI[REFERAXCE PIOEYtr)IAnv IMYAI56EFWiEUEE. � �1 Wplw usweywMl MRaMbcwugcMa.aYadeYanebasOONY Ww�pamlelw¢Yvm�.md plw w�FMNOM dHMV cwnrwrenL ml 01¢Mwm B^lwe us lMtulrlq dtl{7p�mvA sally MegpYvtllNol[IwanpwarelewadgcttdYxpolW�dollk.�Y�Molip avrdl W1GdoUP�.®ocFp Mc«ea6bpx¢nlhcNro«h1dMTOlwowpEaWwc1'adnpntae My A7d.w,tl laRtt�Yagpwmulen1Wa59 MiTek a dwT*�oTJodMela[�YwgbpcMlrcand Wllnl>m>aa F6IK4vJ YArywd Polxdl'W�Me. Fd ORRgd 91als, repmrkq x�e {.Ytale"a"no ovolX.earm, nmanmlp 210 R ad Mmppem4BMlq/INI pYyly Mato,05a-09oM eC51&Mne Gwpanxe rice 1v11 . fyRly Mmndbn wtlkdetwn Mn RGeImMNe.RIe N.lee Shael.aMdl2 NavuvM VR22314. a n. JOB 4 f This T.TypeOIY Pry Riveraide asLot121 ABCC-JB B3L60] J10040] JOB Jecll-0pan 13 1 Memllg Buldog Supplies, JecksomAlle.FL 8.010"Ap2J0020161,eI1-k lntluerne s,I : a Og215:0882pal IDwUUCTUgD0MVr210VpFpnEklG9OSGtlIb?tleDPM2WEDBywu% ]-00 ]-0U Scale: 2 B.W Fi2 6 5 66 J, 3 3r9 II -0L Fate Onsets lXV4- l4wao-t-el _ LOADING(psQ 6PACING 200 CSI. DEFL F hoc) Well LW PLATES GRIP TOLL rto) Hale GOp DOL 1.25 TC 0.85 DEFILL) 0.11 3A >740 240 MT20 GRIP 3 TCDL ].0 Lumber DOL 1.25 BC 0.53 Val(R) -0.28 3 aM 180 BM 0.0 ' Rap Brain lmr YES WB 0.00 Hor2(TL) 0.10 2 me r✓e BCDL 10.0 Code FBC201UTPI20D] 'Ambe-MSH Weight:24111 14=20% LUMBER- BRACING TOPCHORO 20 SP No.2 TOPCHORD Stinx3 al wool sheathing directly epoad Or 840 m puffins, BOT CHORD 2x4 SP No.2 ..,1 and Vahlcals. WEBS 2x44P No.2 BOT CHORD Rigid railing cirectly applied or 10-0-0oC bracing. REACTIONS. (flmei2e) 4151/0.58,2=106Mmhenicel,3=03Nlmhwical Max Hors 4--l"g-C 12) Mar UPIM 2=103(LC 12),3=2(LC 12) Mar Grey 4=251(-C 1),2=i]3(LC 171,3=128(LC 3) FORCES. gb)-Mev Comp.INler.Ten.-Allforces250(lb)orlmearcmtwbenshown. NOTES 1)Wind:ASCE 7-10.Vull=130nom(3secontl gust)V m1=101mph;TCD".2pst;BCDIL3.Opst h=25ft;B=4511;L=24ft;ime=4ft;Cat. 11;Ea l B;End.,GCpi=0.18;MW FRS(Umctl0nal)and C-C Extedor(2)(0-1-12 to 31-12,Imedor(1)31-1210 6-ll none;wnhHmir left mal light exposed;and amiwl Nall and fight OXPOS C-C for members and tames 8 MFRS for maGlom shorn;LMnber DOL--160 plate grip DOL=1.60 2)This tmss has bean designed for a 10.0 psf WUM ChoN IIVs load rwrwmwmnt wftn any other Ilya loads. 3)'This truss has been dasgned for a liva load 0 20.Opsl on the bollom chord In ell arem where a rectangle 3 -0 tall by2-0-0*do Wil N IlaNreen the bOnom word and any other members. 4)Refer to glrcm(s)for truss 0 puss conmamom. 5)Protide ramhanlW connmIcar(by dber.)of truss to passing plate capa,la of xltMtandng 10n to uplift at pint(.)3 emspt Ut=1b) 2=103. fr VMIy Mlpnpv+rvfmuM PFAe Nelda ON]NISIMOWCLYOEO AVIE.RE/FRFNLEPP6ELLL]I]]nv.I ' WYg�va'plo:ue oNy Wm rele4W mn:udoo.IMetle9(tnk MaerleWYupnlw:m:elen9:own.andklo:Im hNINpHHd WIIMI'P�nlw��tlgl alnnarilem Palwe uz,IM INLrIrp Oelklm:mutivMry rre upriMallYlN of WSpl lrarnmlersuxlq InCSXrW:e�lMrbtlrn lnb lM omlcY dY4lN dekdlea Yq YMcol�blo Pinvenl[✓xMlaxl ollrcAVA Wliw wehaM]a cpl4mmmMrtwIB Ptltllllwwl lemlwluYaM P"tnemenl MaCtrV epic she ktlugSleQleOM sMlXlyaq b pevenleWgee Win f>JaMa Ge�v^v.FlvYub Ww+eMd�n.pn. iw papular pltlme:e rry�tdvJ Ine IMkoMnSlIXaaa.tl.praap.pra,aM boCYtl,llpH. w asa'c.le I,aeAX51/1m Ga 22n G1Xw1a.ONd9 VAlLLWPInp Cwn�nenl TionPLEW BMI. Syely eypmalM oaynga pmi inn Rule FmnMe.219 N.1en54ear.941e a1R.PIeLaMaa VA22]II. ivrryv.FL MIO Jab , p Trees Tia Type Ory Ry Riverade Homes-Lot 121 ABCC-JB T933a608 JtWQ7 J07 Jack-paled alma 1 1 Jeb016 MiTce(optional) Meaning Bu'tliy$applies, J9ckeomAlle,FL 8.010 a 202016 pzenEndbkGWrcST IK 2315:0E52MEOgyPage 1 ID:FNUUbC]IU6-9- 4 tl210zOVpF-pzenEkNbkGkkxpr0$(vJ2lKmda]pPNT256E0Bykwu% 9115 60.10 3115 —( 3L15 2 l 6.06 12 WALED 6 NAKED ¢ 6 Aa 1 ] 8 NARFD NAILED are n 3 Bo-l4 o-114 PI fe Ori 1 IXy1- [CO-4-4,0141 LOADING(pM) SPAGNG- 2-00 CSI. DER N poc) wall Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC on V&MLL) 0.10 3 >]91 240 MRO 2441190 TCDL ].0 Walter DOL 1.25 BC 0.55 Verl(TL) -0.25 3 >319 180 BCLL 0.0 ' Rep Stress Iodr NO WB 0.00 Horz(TL) DOB 2 No No BCDL 10.0 Cotte FBC2014RP12W] MMsx-MSH Weigh:2210 FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structured Wood sheathing deadly applied or 6HF0 oc pmllds, BOT CHORD 2x4 SP No.2 except sad yer icads. WEBS 20 SP No.2 BOT CHORD Rigid calling deadly applied or 10041 W bradog. REACTMNS. flia 1 4=t98/0-]n,DtB&Madhya cel,3=83Mtachenical Max Horz 4=1 W(LC 8) Mar Uplift 4-38(LC 8),2=91(LC 8),3_](LC 8) Max Grey L248(LC 1),2=165(LC 1),3=124(LC 3) FORCES. 0b)-Max.Comp.R.bal.Ten.-All fomes 250(Ib)or lees except When shown. NOTES 1)Wind:ASCE 7-10;Vult=130fam(3saoond gust)VasdG 01 mph;TCDI-4.2psf;BCDIr3.Opl h=251t;B=458;-2,M;eai Cal. dl;Exp B;End.,GCW=0.18;MW FRS(Uregdonal curdle ssr Ie8 a al night egoaetl;send verilcad lett and right exposed;Lumber DOL=1.80 plate Lisp DOl 60 2)This Was has been designed for a 10.0 psi Whom chord live load nonconcumal W8h any other Ilse Ideal 31'This truss has been designed for a Ill load of 200psf on the bottom chow in all areas where a rectangle 3S0 WI by2 0-0 Woe fell It between the bottom chord and any other member. 4)Refer to gdnleds)for blade to Miss connec9ora. 5)Protide mechanical connection(by others)of truss to bearing Wale capable«withstanding 100 In upatt at lolm(el 4.2.3. 6)-NAILED'Inaloales 3Hot(0,l4B'x3)or 2-12d(0.148'x3.25'(toe-nadls.For more detalls tela to Mil ST TOENAIL Delali. ])In the LOAD CASE(S)secaon,loads applied N the less of the trader are noted!as front(F)or back(B). LOAD CASE(S) StadaN 1)Dead a Rod Live(balaismil Lumber Increaze=1.25,Plate fncreaae=t25 Unit.Loads(Wf) Ved:1-r-54,34=-20 Concentrated leads lib) Van:6=-0(B)]-1(B)8=6(0) QWAaYWaVxtry 4dprpmmxman4aEbe NO)Ee allM9RNO MLLYOEe MIIENaEFE/PNCE IIOE M'F]O]m.16PYN16 aEMlfEVSE �` �Na WM]nw wrwiY'ulm Mnekbwnw«oo.tn6elwyo klwxtl Qtly upm{wrenelert5wn6wgknw mlglNMe dMWry ooma LmM -•—YN. O�tyslwn.setae ue.Ibe dYtl�V VWr mutivalty llam[FCRJINot M9gn Wa'rele¢axl ggralYMM%Vafe RwoaWnlnnolMmwtll w.nvva9ea.a�frelmx:rneeena�tweukw«aaa�n mAW«bmefw«�wamane�ww.]mllww remwwmal>emow.t aw�w MiTek kdwayret}IYW Iw Ltl1M/a'd to pevenicWgw wNn �rsgxl k4wymtl popemdwawa- rwpardalp4hrce repaJpXre kbMulbn Aatge.OdAwy.ereCMn rnlbra Fp otln�rm]amryNemx SeeAX91/MliMtlyCMM,DeaJamM aeaI BUMPCpnpwxnt 6BM parka Eesl aXtl. }Mly Ywamakwr a�M'lxe M1anBmIMbINIaWe.2leN.lee street aebdll.Na[aMIp.VNZIJl6 iertpe,R Salo Job r . Truss Tmee Type Oly Ply Riverside Homes-Lot 121 ABCO JB T9331860 .160107 JOB Jack-Pw11M Girder 1 1 Job 0Pat16 M nce o !iotrol Menrvlg Buileing SWpi63, JackaozNi119,FL 8.610sApr200z0VpF HgCA uSies,lro. TueA E23 tlzvJyWe2sol Pege1 ID1wUUECTUugDaMVtl210zOVpF-HBCA54BLM2ObL5nlyBzaGE11z1vJyadcG6soldykvnM' 381 ]82 361 3$1 2 fiver=n2a4 1.66 tz NAILED 6 v rvuLED a 6 t 1 9 ° NAILED "LED 3m II ' 70.2 las Plate 011aele l%.YF fI:IHa o-t-el LOADING rt) SPACING 241-0 CSI. DEFL. n (lac) Idiel Lid PLATES GRIP TCLL 20.0 Plate Gdp DOL 125 TC 0.76 Ven(LL) 0.11 3-0 >733 240 W20 244!190 TCDL ].0 Lumber DOL 125 BC 0.58 Ved(TL) -0.26 3i >283 160 BCLL 0.0 ' Rep Blame!per NO WB 0.00 Horz(TL) 0.09 2 gas We BCDL 10.0 CYde FBC2014/TPY20D] MNrlx-MSH WmgM:2316 FT=20% LUMBER- BRACING TOP CHORD sold SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0 D oc pudlrw, BOT CHORD 2x4 SP No.2 except and vemcals. WEBS 20 SP No.2 BOT CHORD Rigid calling directly applied or 10-0-0 dc prompt. REACTIONS. (Ib51ze7 4 55e07L,2=170ehkydp...1,3�6llNechmical Mex Holz 4=106(LC B) Max Uplift! -39(1-C 8),2=93(LC 8),3-o6(LC e) Max Grey°=255(LC 1),2=170(LC 1),3=12](LC 3) FORCES. (Ib)-Max Camp.IMax.Ten.-Nlfo.250(lb)orloasexcaptwb .hown. NOTED 1)Wind ASCE 710;VUIt=130mph(3secaedgurn Vasd=101mph;TCDI-Upsf;BCDL3Dpal;h=25X:8=45X;t--24f;eeve=oft;Cat. Il;Pap B;End.,GCpI=0.16;MFRS hHosominal);cantilever lad and right erose t end yanked left and right exposed;Lumber 0OL=1.ED plate gift,DOL-1.60 2)This truss has been desigmed for a 10.0 Pat bottom dwrd live load noncommorrent with any other live loads. 3)'This truss has been designed for a Has load M 20.Opsf on the bottom chord In all areae where a rectangle 3-6-0 tall by 24 ado will fit common the bofton chord and any other members. 4)Refer to glroods)for truss to truss connections. 5)Provide mechanical cornecti0n(by Where)of truss to beading plate capable 0 wllhsrending 10010 uplift at parts)4,2.3. 6)-NAI LEW Indicates 3-100(O,14 ')or 212d(0.1 Wx3.25')too-me IS.For more details rotor to MITES%ST-TO ENAIL Detall, 7)In the LOAD CASE(S)section,loads applied to Me face of the may are noted M front(F)or back IS). LOAD CASE(S) Starlard 11 Dead!t Raul Line(belanoad):Lumber Incrad 25,Plate Inaeme=1.25 Unipen wads(Pin Vel 1-2=5°,3-0=.2D Concentrated Loads(Ib) Vet!'.f-0(F)]=1(F)8--6(F) Auk wt.-VNry mrs,macre s-ah Ele HOrEe g1res.INY tlMtVOEOY'IEN PF£EMNCE FAeE NF)rAm.laOY(OIFIFiOaf YSE flmlT Wp rw ue.,wind MIIe.c -as,RntlWpn6..'m,.iss-ersflwwrt a'd l[lot m local. Ihldml. compxunl.rot worn Pelwa ue.IM19 mourp thK,r^ o rmal.1 my,[W'Km alN d[near pvnommanW nmPerly nru[wYre IM4¢fNnnrolre ovaW Oippdr4pn.a�rowae neaawwr enll.>,mtnnwnentow mmoreoawe�.rl,o,d ma.nr,ar oruv.awdorala rnrme.wrenp..nmr mart M e, bladbWnOoyMra�atllwe�dMr.OYHtlr,a y.emmop ndproped VMm Wm%d �OrytullM&IeamedovpgRreIGmWdIer smay a.Data sejodd.ismMll,ccpnpMaen nl TowIt E.BW FL . 99r/rlytlgnrWxr av6.tla M1an IrwtMle n11mIN.21e N.1er51rm1.91bdIR.Neta Tb.VA Y1J1<. iv '!%10 Job I Truro T.Type GN PIY Rivereide Hanes-Lot 121 ARM J8 83M800 J11bW] .ba Jack-Open 2 1 Jobuit MI Iee o ureas MeavrO BMldirq BLPNies, Jecbomille,FL BnODgMApr 2o20r8F-HeK gCnduame2M Tugnu 23 nl5:p8:53201a Pagel ID:MUVaC]IUcnOOgMVr1210zOVpF-H9CABM1BLM206L6n1y9nc8Etrk1 DyadcGeadC/kWUW S60 � SOO Scale 123,] 2 I ZFFIT2 4 s 3d, 11 540 40 %ate OOseb(I(Y)- I6:Oi4161 d1 LOADM(part SPACING- 2-0-0 CSI. DEFL In (roc) Weil IW PLATES GRIP TCLL 20.0 PIaWGrIp COL 1.25 TC 0.33 VM(LL) 0.09 34 >999 240 MT20 2"ISO TCDL 7.0 Lumber DOL 1.25 BC 0.20 VedQL) -0.W 3-4 >S32 190 BCLL 0.0Rep Shen lmr YES WB 0.00 Horz(TL) 0.04 2 Wa Na BCDL 10.0 Cade FBC20147PI2007 MCViz-MSH Weigh:1716 FT=20% LUMBER- BRACING TOP CHORD 2xd SP No.2 TOP CHORD Slrudurel woad mounting directlyepplled or SOD w pudlM, BOT CHORD 2M SP No.2 amapt and verli .K WEBS 914 SP No.2 BOT CHORD Rigkl ceiling directly applied or 10-0-0oc bl'adr, REACTIONS. (Ib,51ze) 4=1T/N5A,2=1191k%dlanlcel,33&Mecllenical Max Horz 4=1OSILCI2) Max Uplift 2=75(10 12),3=-3gLC 12) Max G.0.1 TALC 1),2=123(-017),3 (LC 3) FORCES. (Ib)-Max GomprtAax Ten.-All loran 250 gb)or lass auspl rRxen aM1own. NOTES 1)Wind:ASCE 740;Vult=Bumph(3Ammul graft Vae1=101mph;TCDIaf,2,p BCDL=3.Opsf;h=2511;B-150;144X;pave-411;Oat. II;Edda B;EO .,GGpl=0.10;MFRS(drectlond)and C-C Exbdor(2)0-1-12tor 3-1-12,IMerior(1)31-12 to 0.1 ti mne;cantilever left and right exposed;end vediwi left and Tight exposed;C-C for members and forces 8 MW FRS for reallons aM1own;Lumbar DOL-I W plate grip DO W.30 2)This Was bas been resigned for a 10.0 par bottom moral live bed rwnconwnent with any other live loads. 3)-The inner bas been designed for a one load of 20.Dpa1 on tM1e bottom chord in all areas Anare a rectangle M-0 tell by 2-060 anile All III between the bosom chord and any oNer members. 4)Refer to girders)for truss to truss connesbons. 5)Protide medunlcal connection(by dhers)of truss to bearing plate capable of wttheandirp IW lb uplift at joint(s)2,S. WRaNW6 Vass,reale NA-u-mo..b..QY 11A1Np MCLVOEp WIaI[aefmA.Arlea/i)Van✓/gYNlaeEIOaEWE. .en-,ltlra-MY'....-r-f-..oleLLn. 41 a on Ind.pulcma A*faro Ne-sae.au Wldp dueree"Im vasty lregLilC[tllholtlmla,Lomp-.mi uAY,AN McuP o@.rlerbl.IN,ovardl rumnae weetlla iltLr°ilhCOmO M"M v�en�c w�111�'p pawrW h.,�atl�PMan Wncge�fa lPbmcr-,o,. eMMooAa M ek' InpY.Mkn Sugryr.tlNNmy.nrrv:M emlda%p olMvef ml Inmey5lemS�eAX9rIN1 Wily C,Ilxl¢D9Bd9ap aCA BUMpCaiparxnl 6e0<FeM EVI BxJ. sYeh lrbnnanm aw�MaMe Vmi Los Aaleln¢IMile.2laH lee 5hea1916]12 NemMb.Vh YL114. Telrp,FL?YIO Job ' . Truax Truss Type Dy Of, Riaaeida Homes-Lot 121 gBCC-JB 83601 J180497 J10 Jack The's Nel Girder 4 1 JODRekrence o sraft Manning Building Supplies, Jmkaorvills FL 6010sAp2020klndutre s. ue Aug2315:06:54 PMel ID:NUUC7IUcMDqMVd2l=VpF-ILmWQC7MWSFMEWtteSPwjRFYhltmVmbL14yfientor b61 )-02 361 3B1 2 Sale=1:24A 646 12 WILED 6 N1ED s 1 ] 8 WILED WILED 4 3B II 3 ]-0-2 PO-2 Plate Onsets(XY)- 14:04401-81 LOADING figs) SPACING- 2-0-0 CSI. DEFL In 0.) Well IW PLATES GRIP TOLL 20.0 Plate Gnp DOL 1.25 TO 0.76 Ve qLL) 0.11 3-4 >T33 240 MT20 2WW TOOL ).0 Lumber DOL 1.25 Bt(TL)C DES Va -0.28 34 >293 180 St.- 0.0 ' Rep Stress her NO, WB 0.00 Hor2(TL) 0.09 2 we We BCDL 10.0 Cards FBC2014?PI2007 MeutrMBH Weight:23 HIS FT=lose LUMBER- BRACING- TOPCHORD 2x4SPNo2 TOP CHORD Structural wood shsahier,tlirectiyapplied or 60-0ae purlins, BOTCHORD 2x4SPNo2 except end verkals. WEBS 2x4SP No.2 BOT CHORD Rigid court,tllreotiyapplletl or 10-0-0oc tracing. REACTIONS. bakfille) 4255IJ]-0.2=1]0RAedlanlod,lBSRAechenical Max Hort 4=1 OMLC 6) Mex Up11fi 4-39(LC 8),2-93(-C 8),3-6(-C 8) Max Oleo 4255(101),2=1]0(LC 1).3=12](LC 3) FORCES. (Ib)-MML Comp.R.latt.Turn.-All family 250 gD)or less except wham shorn. N10 E 1)Wind:ASCE 7-10;VVe=1 Wall(3sannd gust)Veld=l of mph;TCDI_4.2pd;BCDL Dpsf;h=25ft;B=45ft;L24ft;sam"it;Cat. 11;Exp B;End.,GCpi=0.18;MW FRS(drectifial cantilever len and fight exposed;end verlc ll len and right exempt;La ru er DOL=1.80 plate grip DOL=1.60 2)This buss hes been desigrod for a 10.0 pili bonom chOd live load nOrCCnmrmnt Mh any other Ilve loads. 3)'This learn has been resr,rotl for alive load of 20.Opst m ME bom m chord in all areas ware a rectangle 36-0 tall by 200 Woe rill 6t Dominica the bottom ore rd and any other mambas. 4)Refer to attend for truss to book conneetlol5. 51 Provide mechanical connection(by Others)of masa to banner,plate capable of wi hellarMbg 1 W It uplift at burning 4,2,3. 6)'Wal LED'Ind miss 3-1 W(0.148'x3')or 2-12d(0.148'X3.25')toe-rolls.For more Malay Is under to Wake STTOENAIL Dasil. ])In the LOAD CAERE)section,loans applied to Me face of IM Imss are noted as Iron)(F)m Dark(B). LOAD CASE(S) Standard 1)Dead♦Roof Live(taliumal Lumber Incesua t25,Plate Incresss1.25 Uniform Loads(pit) Ver:1-2-54.34=-20 Concentrated!Ward.(Ib) Vert:6=-0(B)]-110)8=6(B) 'A& .1a..NOlEC ON Tad IfIO XIELUOEO MrtEI[aEFEa..1R6EWJ0]nr.eW .IOEFOFEUSE. �!�Wlel 1-wYYwAm MIIksfe- t,Ofihb ra�]w1Y Faminlnrs Nervm.ud Iz tai mA✓]INMY WIkIXy mml w^4 awl teem'tem .ass.ma dNSb O '-.-"-W be".IN IdM-911YIIwgrwenlo IKOatlan Flo 11r,oveNl Inman T rJeseepAeC °iI�Y`ud KM rel moria mor V c�m cmaOmr A,M� I9uYlmoMr,' l9d IGS M!Tek L^bkaWn:Ma2a.0&way.aeclkmagdOCXp oelnRseaWtllm:Mems'e&Vlel/INI Qg11yMMIu.ose29agaCal&iJpewrywwJ r4o.vaIL 1.ne sd.eYlWumrmr awolee don Bim Hole nmMo.zea N.loo moot.a9N 31zao.mmin vwzzme. tanoa.a rxro Job . Truss T.TypeOry Ply RNelside Homes Lot 121 ABCC-JB 9 892 J1W4a] Jt1 Jedc-Paztal Gidx 2 f JOB Reference indurinell Manning Building Supplies, Jecksomille,FL 8.0105Apr2020VpF-DYJMmDbtlWb Tum Aog2315:0l5 QLu8 Paget 10]wUUSC]IUc11ODgMVr1210zOVpF-DYJ'MmDbNeJbPSOOepKBIy581cOOOvkOLugW ykxvU 34.15 6L14 ' 3i�15 Sola 11.1 2 6.65 12 NAILED e MILES 5 8 NA0.ED NRILLR 4 ae u 6 6 P10 all PI Le Otls9lli 1410+4.0-1-81 LOADING(psR SPACING 2-0-0 C61. DEFL h poc) Vdell lb PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.]2 Val(LL) BAD 9d >]91 240 AIT20 24G190 TWIL T.0 Lumber DOL 1.25 BC 0.55 VmhTL) -0.25 3d >319 180 BCU- 0.0 ' flap SVees Ism NO WB 0.00 HaN(TL) 0.08 2 Na tVe BCDL 10.0 Code FBC20147P1200T Manx-MSH Weigh:22111 FT=20% LUMBER- BRACB4G TOPCHORD 2x0 SP No.2 TOPCHORD Slluctmal voodoo shaatim,directly applinf or 6 O pullhls, BOT CHORD 2x4 SP Ill except ivandals. WEBS 2x4 SP No.2 BOT CHORD Rigidcelling Olrectlyapplled or 10-00 oc bracing. REACTMNS. floral 4448i0-7-0,2=165Rrechenical,3 d1anlW Max Hoz 4=103(LC 8) Mex UpiB l--SB(LC B),2-91 BUD 8),3-7(L0 8) Max G.0.248(LC 1),2=1VHLC 1),3=124(LC 3) FORCES. Ill-Max Gomp.Rrax.Ten.-Alliances;250(lb)or las odampt then sipvm. NOTES 1)Wind ASCE 7-10;Vut=130mp11(3sddr nd gum)Venf=l Olmph;TCDL,4.2pd;BCDL .OpsC h251,B=4511;L--24fl;eave=4N;Cat. 11;Exp B;End.,GCp1=0.18;Itself famousness);cantlevtt left and right elgceetl;and vesical left and fight exposed;Loom, DOILi plate Grip DOL-180 2)T1tie trues hes,bean designed for a 10.0 pat botlom chord eve load nonconcurmnt Seth eery other Ilve loatls. 3)-This truss has been resigned for a live load of 21 on the bottom chord In all areas where a rectangle 3E0 tall by 2OO from r01 fit between the botom chord and any other mem11em. 4)Refer to girtler(s)for Voss to oras san oodmin, 5)Brace mechanical connection(by chem)of Inas to Wong plate maraca of vdthatNding 1001b ul at Iointlsl 4,2,3. 8)'NAILED'Indicates St Od()148'x3')or 2-12d(0.148'x3.25)hostel For more de1ase icer to MITe"ST-TOENAIL Dated. n In the LOAD CABBIE)sedlmn,loads amefted to the face of the iron are noted ee front(F)or back(B). LOAD CASE(S) Sanford 1)Based+Roof LNe(balerlcetl):Lumbar Incmess1.25,Plate Incremem1.25 Uniform Los&(pit) Vart 1-2-54,3411,20 Consummated Loads(lb) Ven:4-0(F)7-1(F)8=$F) Q sed.. aFAeaMsadsrnda N.NCL..FfFERRN 'e .EM6ATJm.IPW/MI6BEfaaEUSE. Rm,,.oumosj,, pRdm0cwxeddcll,KU JpnelwsMgYYunmO aan,ene¢5tawn.mOhfexmYgW.d dHtlYp OOm,lwrenf.ml Irlmgakm.BMare sumo X11 b1tYp JxDrvmulwMry illeq%IkdiNoltMLLat paamOlersRrl pMaIYX'muWralO xMOerAIn ILIO flleovndl eMm9mp.ao-:YAIYleomedaroPreyaallwaAI onruMua n�waomalormora memwawv neexorle kmPorT'ad pprnTuehatlp MiTek atlxvrireprie0M WL11Ma101o RevaecWgM Mtn R.tla�sw✓IYY.ry WJRC�ly6�rei3o.fwparsrtl gl4rhx:eopadrp xre y04 Puke Eesl BMtl. mes, brl sl rope.MlrRry 9eClbllatl dacY9o11YdBIOdIN6M1an.�eANNRP11 VA.r IXada.a%MPd V'L YIMIq COVunrlr FL 9Y10 apMy NamaXOOM/tle Yan lr�mnlab YiIXIM.41e N.lOOShaei 9JK 312 MuuvM.VFZ[JI<. , iarrpn Job > Tluse Tmss Type Oly Pry Rivereas Homes-Ld121ABCC-JB TB3348B3 J160W] J12 Camey Jack 0 1 Job Reference(ml Marmilg Bdl4lnfi Supplies, Jwkaornille,FL 0.0DgMVr202016MIDYJl ObWe,InF. Tp Apg2315:06:5 uq Papel ID:fwUUSCTUmODgMVr1210xOVpF.OYJwtmDbuleJbPaOIepKSfyGpkPq]vkOLuq WykwuU 0.0 t-Pq smM=110.4 am 12 2 1 `a 6f 4 3 aid l l talo tGp Ret omeN(XYl- Iso4-ao-lat LOADING(psf) SPACMpi 2-0-0 CSI. DEFL in (w) VOM w PLATES GRIP TCLL 20.0 Rate Gad DOL 1.25 TO 0.09 Ved(LL) -0.00 4 >999240 all 244/190 TCDL ].0 Lumber DOL 1.25 BC 0.09 Vyt(TL) -0.00 4 >999 100 BCD- d.0 ' Rep Stress lzr YES WB 0.00 ibrsfTL) 0.00 2 ma Na BCDL 10.0 Code FBC201N Pll wall Weigh:4i 1=201 LUMBER- BRACMG TOP CHORD 914 SP No.2 TOP CHORD SaucMel Wood sheathing directly apptled or 1 0-0 m pul BOT CHORD 2x4 SP No.2 exo taM Witicals. WEBS N4 SP No.2 BOT CHORD Rigid calling dirmilyapplled or 10-0-0oc bracing. REACTIONS. Ill 4-3IN5 3�mlanical Mex Harz 4=Ng-C 12) Max Uplift 2=20(LC 12),3=O(LC 12) Max G.4=31(LO 1),2=25(LC 1]),3=1 QLC 3) FORCES. fib)-Max.COmp.l .Ten.-Mitolcea250(lb)ork excedi Waenabovm. NOTES 1)Wind:ASCE]10;Vult=13pnph F&saoml")Vasil=101mph;TGDU.2psf;BCDIrJ.Opsf;h=251[B=0.511;1---2411;eave=4fl;Cat. II;Etat B;End.,GGpIA,16;MFRS(dacimm eM CC Extenor(2)zone; mUllerna left are dgN etposed;end vedoal ler mil! lint expoeed;C-C for membersand foroae S MW FRS for raacllore shl Lumber DOL=1.60 plate find DOla1.60 2)This tmss las been dealgned for a 10.0 psi aomrn chord IIVe bad noMonl With an,othl IIVe loads. 3)'T015 fall has been desgned for a IIVe load 0 20.Opsf on the Will chord In all areas Wfiere a rectangle 34HO tall w 2-00 Wide Wit lit Immen tae border Gard and any older members. 4)Refer to annalist for Irms to hies conneorma. 51 Provide mecaanlcal connection(by others)0Imes to bearing plate capable of Wirlstal 100 In uplift 9jdnt(e12,3. Q CeWSpdlai vNaWlld]IwV=:M1p4 Mx1eSmwa.cH0II,TkEJ5m0NgrearwxA' SLYWEnOn M1mxnNeElFeErsT,w11n.1, dNRMa]wmemlTNleafRlaEYK WdpcanpNpnl,ml aster Mlem.wfae ue.n¢blkMryl min mmivalry lrogyibtlMlNo1Me51dncnrelersurcl wqunv acMxxdle IaknFbll'e ou&tll WWC0 . 1f¢a@M'.ala0klolxvenl4icNiR OINtlIM9.el aauU1Nny'uF 1�ala1PoJMSdLIIyYaWie lsevelna1cw4Y1Wg.vo:1MMmn9lx4mSeeWMuiMnmdweLybWmfrww wY,./uldYw+l RmPuuYab ll'a ludiM¢kG M( ek wrfW0(—', 1a9 1Guey1eNOHdeaeendaraaf lim—01ore lo-ma 218 N.Lee Sneer Ma12, bnVFIII0. T,aFLF a10M. 33610 r,1 0 4 • Truss Truq Type Ory IR, Riverside Homm-Lot 121 ABCC-JB 0368 J18010] J13 CarlNJxk r 0 1 J.016 Vh ea B 4one1 Manrieg Bwldirg Supplies, Jechornille,FL 8.0111sApr 20201F-IMMEDgN l ediT Au0231546:50"S Pap ID:IwUUaC)IUcnOD0MVt121020VpF-IMI45EDevnACYWc011QMVOAE3MBGN2y44SMyykwuT 380 30 0 Scale-1:1]1 2 0.00 F12 1 I 3 4 axe II 300 So9 Pie OBs (XV)- I4'O -00.1 EI LOADING(pM) SPACWG 200 CSI. OEFL. In 0qf VdaiI 1-]d PLATES GRIP TCLL 20.0 Plate One DOL 125 TC 0.12 Vadl -0.00 34 >999 240 W20 244/190 TCDL ].0 Until MIL 1.25 BC 1, 1 VehQL) -0.01 34 >999 lett BCU- 00Rep St.lots VES WE 0.00 HOG(TL) 0.01 2 Na Na BCDL 10.0 CMe FBC2014]FPY2o0) MedxWSH WelgM:11 lb FT LUMBER- BRACING TOPCHORD 214 SP No.2 TOPCHORD Structural wood sheathing Ulredly al or 380 m pudim. BOTCHORD 2x6 SP 1,10.2 excel0.ralWilicela. WEBS 2x4 SP No.2 BOTCHORD Rigid deign,directly applied or 1O oc bidding. REACTIONS. 0G91ze) 4=103r4S0,2=]OlMechaMOM,3=33Mtachenical Max Hort 4d37jLC 12) Mex Uplift 2=4)(LC 12),3=4(1-012) Max G.4=103(LC 1),2=]3(LC 17),3=53(LC 3) FORCES. 0b)-Max.CompA4 Ten.-Al11ean2500b)or Iessexceptv.4e0shown. NOTES 1)W IM:ASCE)-10;Vult=130mph(3® nd gust)Va 101mph;TCDt .2ps1;BCDL=3.opo;h=2Sf1;B=45X;L44D;save"U;tui. II;Exp 5;Edcl.,GCO=0.10;MFRS hilredlonal)add C-C Exterior(2)z ;cantilever left and rlgM eNlmed;and vertical lett and HgM eocemegGC for members and,forces&MFRS for readlore shoran;Lumber DOL=1.60 plate grip DOL=1.00 2)This 1Mm has Geon designed for a 1(W of bottom chord live lead norlconcunent with any What five leads, 3)•TMs truss has Geon call to a live lead of 20.0psf on the Whom chord in all areae where a mcange 380 WI by 200 wide WII tit batwedr,me Gonad chord and Brry other membem 4)Refer W glyder(s)for trues to these wrneoOorN. 5)Provide medraMcal cw^.declao(by others)of th,ee to bearing plate capable of witlstanding 10016 Will at joint(s)2,3. A',Woraas 11' wa rN all acres da rare ANO AMC DEa M3RO 6BE lbLBn VNAI! N I( - x+ r 1,1—.• vk I Idne r L Bimrys be . . 11 t 1 h_ Ny rY MI Welryl Mrsµ W IMk tela q M1y IIMIvkNM lv�el / J emloe WY ArN am N' �l Ma9q arlwop ayYl al r2ltivaw w r dlcxas cal MNMe INav 1p NraM�bnna ru adrkaaM 9G rmm M4TeIC wwrun er+aee 04xary arern��ne uurLwolnNn«:erre lmamde ..Axunnl Raaln cm.4o Doss ala xsl weexaco .+1 iaonoBeFkeiae`�oNe- lMly WamaXm wtletle M1cm Los Rola RIIIiAe.21BN.lee STeeA 9Jle d12.Nermd4 VAZl]li. Job e W Tmea Than TypeOry PN Severance Hames-Lot 121 ABCC JB 9388 J1804W J14 Jack Open 8 1 402016 Mime o oonel Mennirg Building Snnpplies JedewrvilleR BODq Apr2O2O16MRek Industries Inc. l Aug2315:06:5E2016 Paget IDMUU6C]IUcnOOgMVd210xOVpF-ik1145EDezmNCttNcdll(ZkiVM_EOx9CN2y44SMrykwuT SOO SOO Scale-1'.23.] 2 ZF�1-2 4 3 Sea II 560 560 Plate Offsets(X Y}- 14'0-080.1-e1 LOADING(PsQ SPACING 2-0-0 CSI. DEFL. In pw) Vtlafl Lltl PLATES GRIP TCLL 20.0 plead Gdp DOL 1.25 TC 0.33 Veli 0.03 3i >all 240 T. 244/190 TCDL ZO Wmds,IDOL 125 BC 0.26 Vats -0.07 3-0 >822 130 BCLL 0.0 ' Rep Suess Irwr YES WB ROD Harz(TL) 004 2 We Ne BCDL 10.0 Code FBC2014?PI20D] MNdx-MSH Weigh:1711, FF=209: LUMBER- BRACING TOPCHORD 2x6 SP No.2 TOPCHORD Structural Wwtl sheathing directly applied or 5-0-0 do Wdins, BOTCHORD 2x6 SP Nog except surd!venturers.WEBS 2x4 SP No.2 BOT CHORD Rigid ce ling directly applied or 101 oc bradng. REACTIONS. (IlVsize) 4=1TIPo-58,2=119nMaManlcal,3=SBMtachaniral Mm1 Horz 4=10MLC 12) Max Upidt 2=-75(LC 12),3=3(LC 12) Mex Grey 4=1A(LC 1),2=123(LG 17),3=8(ft(LC 3) FORCES. fab)-Mex Comp.Miax.Ten.-Alltomes250(lb)orleeaeueptwflensfl0 , NOTES- 1)Wind:ASCE 7-10;Vult=13Onpt1(3second gust)Vasd=Wi mph;TGDL=4.2psf;BCDL=3.OpaC te2511;B--45f1;L=2411;coak q Gat. 11;Exp B;End.,GCpi=0.18;MW FRS(Uredl0rkd)and CC Exladm(2)0.1-12 to 3-1-12,Intral 3-i-12 to 411-4 zone;can0lever les aM right exposed;and verical left and light so oddr li formembers and across&MW FRS for Soctlons shown:Lumber DOL=UID plate fall,D0L=1 60 2)The tress hes been designed for a 10.0 Pf bol Chad Ilya load nonconturlent IMh Wry other bar loads. 3)'This muss has been resigned for a Ilve load of 20.Opsf w Phe botom chord in all areas wfiere a rectangle 38-0 tall by 2-0 0 Make will fit between the bottom drone andl any Omer members. 4)Refer t0 glydens)for make to inner connee40re. 5)Pti mel:hanlcal connection(by others)of Muss to beaming plate capable M vAmstanding 10016 uplift at joints)2,3. �W<aNWaVMly4m'p�p males iiseda..aN.kind tllL1.MIrENFEEEP .EIDE.11e —.l NIbaFPoMaeE � � aWNrorvaowJY a,Mllea&aonnuYors.INSMMmkdsetl Wyupn p'xmielers LwwrtarOle lo,m4tlM1knwl WYdrq comprrgnl.mf ea�Mlem Be(ue ms.l0e MN,Lp tle9 mml v.N Ille[xNwcMMd trKpl Wlunele C(.1nY1g1R eme wal Y,io IM ooadl waredesaa.aaarplaxalea anma wales nlrndedrnaln lW.webmer�elwa meN,eea wv.Adekonm lernPWwmeaelrn�wm aadlq it k htlwoysexxwNbsM111yaMlo aewemcc4gm Wn WslMeR tuvJ tyry aA pol�rlY Wno2e. rry aa�erd gYMrce repaolry lies to lrtnlM.nawe.delNery.areclbn ad awJrg otllrwsroMlruveytlINnt reV,Ml/IRIYWIyeTMb.0.5pA>aM eeSl euWxnpCmpwwll apes F.n.E.N abs. wake, MmpllmaVrlJJe hwn.lMR an. I.N.ree.1.gab 912.Neagh VP 23]14. -- Tan 11 Min Jop a T. True Type Oty PIY Forever,Homes-Lot 121 ABCC-JB TW34096 JIW 07 AS J9ek-pamal Giller 2 1 Job Rsl«enm o WOMI Manning Buil01nA 3vpplies, Jazkwrnille,FL 3ODgnogMVr20OVpF-A ek IHREWHu lm. Tus ApIRMH �Mq?LOYsM 72016 Paget IOtM1lkC>IlknOOgMVr12DZOVpF-AwRgHRENHu1gi5DB4noG61RaHMUMCBkgiuOykwuS 341s 60-04 3d�ts fines:W., 2 n 5$Fiff IUILED 6 NALm 6 0 "LED ED ° t® I 6 9,14 6914 Plat on Izn tso4-a o-1a1 LOADING(pet) SPACING- 2-0-0 CBI. DEFL in got) WO Ud PLATES GRIP TCU- 200 Plate Grip DOL 1.25 TG 0]2 VW(LL) 0.10 34 >791 240 MT20 244/190 TCOL T.0 Lumber DOL 1.25 BC 0.55 VWCrL) 4.25 3,1 s319 180 BCIL 0.0 - Rep Stress leer NO WB 0.00 Hmz(TQ 0.08 2 we We BCDL 10.0 Cada FBGMI1 PI2007 Meaix-MSH Weight:221E 'T=20% LUMBER- BRACING TOPCHORD 2x4 SP Not TOPCHORD StrucWral wood sheathing directly applied or 60-0 wpalme. BOT CHORD 2x4 SP No.2 except and vadlcals. WEBS 20SP Not BOTCHORD Rigid calling dhotly applied or 10-0-0 OC busting. REACTIONS. (limbs) 4-241W-74,2=185AteMenicel,3=83M1echanlcal Max Hon,4=103(LC 8) Max Uplift 4-38(10 8),2-91(LC 8),3-7(1-108) Max 0.4248(LC 1),2=165(LC 1),3=124(LC 3) FORCES. (1b)-Mex Comp. ax Ten.-Allfftow250Ab)wlesseneptwnenshowm. NOTES- 1)Wind ASCE 7-10;Vu1k130mph(3-second glut)Vasil=101n,h;TCOL-4.2pst;6CDL=3.Opsl;h=2511;B=45n;1-24X;emm-4n;Cat. al;E,B;End,GCpi=0.18;MFRS(dlleonoMg;cantilever left and right a gpWM;ell vedlcal len and right egwsed Llmben DOL=1.60 plate gap DOL=1.60 2)This Waa has been desigraM for a 10.0 pal Whom chord IMO load nolltonwnent with any oths,Ilse loads. 3)-This truss has been designed for a We lead M 20.OpsI an the Whom chord In MI areas where a rectangle 360 mal by 2-0-0 Woe Wil In hMween the Whom MON and MY 01hen members. 4)Fear to glnder(s)kr trues to floss com eMens. 5)Provide mectanicel commoner,(by others)d hues to pees-,plate capable of withemedilg 1001E uplln at ganga)4.2,3. 6)-NAILED-iMlcam s 3 I M(0.148-b-)or 2-12d(0.140X325-)tae-nails.For more def els rater to MOekS ST-TOENAIL Deter 1. 7)In Ne LOAD CASE(5)section,loads applled to the lace of dra tress are noted W front(F)or beck(B). LOM CME(S) Standard 1)Dead a Roof Due madamed}.Lumbar Increase=1.25,Plate Increase=1.25 Unsform Leads(pit) Ved,1-2=54,34 20 Concemusted Loads(Ib) Ver,8=0(B)7=-1(B)8=0(B) wANMW4 VWIyCMen pwuMrrcanlaEla NOrES CN iMISlna tllCt UOEa MIIEx eEFEBINCEVIOE MR>O>rev.lY0YM I56EFOXEVSE vdWlwma wlY�+eIp MIIeX@conrecb¢Ilttlril�^ ktval alYurm pom,elers tlwwn.eN extol mlMMMN WMIrg mryraunt wl hpyyLmm Balsa us.mepMV tleSTp�m�M VMNIFe q(MxtllNoldaixn W�unelrna'd wgreaYlre:wwxole MhtleLLT Mo IM ove�dl pYUre da6Jrt boYgaMcalwhla we��i EucpxgolfWAM xuswabawwcrommen�mi.w.y NJSIIvvI M,f «Y�M mU,.MMOSp Id MiTek Wo..on�aaAadassayllymerowawal ml�wlmw+vaea.n«�xwvaawweavam�me.rw eaa«a avamc.reaaare rre a x s e Mk:Mkel ainorea .dMh'W.«ecllmatl MaY-6B InResaWlnmeYsl«ac MBWL/IRIQMIY GM«Io,Mall vg6CY6VfNeuMUMa 6soa IL an aytly4lpmdpn rn'tMYM rypn Th®MIk MIO .Rle N.lae$IRe1.911x 912NmarMla VARR311. tenpeBFL]EIO Job 4 • Trlas Trues Type Ice, Ply Rivmeitletames-Lot 121 ABGG J8 B 3 8B] J16000] J16 Jeck-PeNal tiker 1 1 Job016 sure, c are] Memlirq Building SLOPlime, Jeduamilb,FL n.elOm Apr201MVp Teklndust A.Ouo. Tum AVg2915:09:5UOZMyPage 1 ID.WUUSC]NcnODgMVtl210]1IVpFa]92VnRAeOUScP911N1pleiZ2NM4lLOOZZRIykvnlR 428 85-1 4x.e 4z m 3 9u1.-Pzz8 sSo 12 NULED e U4 z WAILED m e $ g 1 10 a 11 5 ] em� "LED 4x4= NNLED 4 w- 429 &St 4ze za Plate Oils (XYF 1]0.21262 I LOADING(psi) SPACING- 2-0-0 181. DEPL h 00c) Am w PLATES GRIP TALL 20.0 flete Ddb DOL 1.25 TC 0.92 VerMLL) -0Di S9 >e99 240 MTm 2W1% TCDL 7.0 Wmbm DOL 1.25 BC 0.32 Vdt(TL) -0.W S6 >999 180 BCLL 0.0 ' Rep Stress lmr NO WB 0.15 HmdTL) -0.00 3 We We BCDL 10.0 Cade FBC2014RPT200] Metrix-MSH WalgM:43 lb FT=20% LUMBER- BRACING' TOPCHORD 2x40P NO.2 TOP CHORD Structure]stood!sheathing directly epplle0 or 60-00 wlwdinm, BOT CHORD 2x4 SP NO.2 except ad Wedcafs. WEBS 2x4SP NO.2 BOTCHORD Right calla,dlreclly applied or 10-0-0ec bradng. REAITIONS. (Ib/sixe) 7�MW7-0,3,J?YlacNeMw1,4=238RAectumical M.Hoa]=125(Lc 8) Mar Uplift]=J](LC 8),3=-51(ILC 8),4=4(LC 8) FORCES. QId Max Comp.rtdex.Ten.-Aft tomse 260(D)orless stamtxfian shown. TOPCHORD 1-7=-28M55,1-2-J 2 BOTCHORD 5 -14N33] WEBS 1g3M341,2-5=-40W18] NOTM 1)Wed:ABLE 7-10;Vu8=13Dnph(3second gust)Vaed=101mbh;TCDla1.2psf;BCDLr30paC 25t;BA5ft;1-44f;f em-nit;Cat. II;E,B;Encl.,OCpl=0.18;MFRS(drm h.nal);camllever]ell and fightexposed;end vmtca left and dgM exposed;Lumber DOI_1.60 pate grip DO1=1.90 2)This them Fos been designed for a 100 psf bottom Wlord live load nmcmcuneM Win any Other live loads. 3)'TMs Vuss has bean designed for a lum load W 20.Dpsl On the botom Word In all areas Where a mm gle Cat 11 by 2-0 Wrde Will fit between the Dodo.chard and any other members. 4)Refer to ginlens)for truss to later connections. 5)Protide mmistalca connesnan(ry ottrers)of truss to been ng plate taboos of Withstanding 10010 uplift at IOIng d],3,4. 6)-NAILED'Irelease.3-t Dal(0.146'x3')or 2-12d(0.1MV.25')taanNls.For more data Is refer to MRek's ST-TOENAIL Detail. T)In Me LOAD CASE(5)sector,loads applied to the few of iha buss are noted as front(F)or back(e). LOAD CASE(S) Standard 1)Dead.Roof Live(baMnoed):Wmber Increase=1.25,Plate Increase=1.25 Untorm Loads(pit) Vert 1 3=54,47-20 Concentrated Loads(Ib) Van:4-19(B)1o=S(B)11=4 BR) Q WAhIMO t,sn, pn pvrwlv.MafAe so Ex par...AsessEO IMEx afff .PAPEeRsI.Am.le0.h eEPo.TEVSE Ce.4Vn v.:Xtlla uce oNY`^1X,xYIaA®cervwddS.aYidatlgr6[mM WY MT uous'.rs 9gvnr.and 51orm MMWd MXtlrg cwnpewnl,ml mmryclem.BeI—uce.Me b.IkLgtl.Y}Rr u,on-rHlhe"I4ally of aCNAp areiasaltl gepsnvncWlwmlo nSartlCn rob IM ovpN uurlrsuasten. BacYq Ygcrsletlhio gevenl[ucLYr(I o1YMrMtl M,¢webaM/a cMrO m.mN.rsa,N4.oatlm..E l,mpworyaW ryrmnM1rnldM' p e dwq.rarylred M>,srrtlWYaMloq."dacdlgi..wMrW apc+'umMInA.YotlgcWlYIXxn<6^. (w N.rnid 9ultlmce�aHotlMA Me mess PER.E.Seat ldxtalM.Ndaye,�WNy.xecYmaddaCKg of MrgeSmOlnmMlens,•aUXfVRNOWI/QII.M,PimJ9 aq lC9l Wes'q CanpanxY T. FL 99m10 aWwr IniWrnakm m.�ArEx.nom m�mnN1.YMma..zle rv.r..slr..L 9J1.alz.N..doluvanalx. ^P4 Job i • True Trus TypeON Ply Rnmade Homes-LIN 121 ABCC JB 9 3 698 J1EW O ] J17 Jack-Panel Grain1 1 Job 0160T.a(options) MemIp BMNilg 6uppllen, Jpbomille,FL eAfOSAMV2 O1 pFI "2VnF MOuS Tue Aog2315:08:682016 Pagel ID:hvUUSCTLro00gMVn210zOVpFaYl2VnFTM0uSp911N1pIRjr12MMOL00IIRryM.vuR 1-1-0 &2+3 N] a1-0 3 77 Doi 274 l� 6.6e 12IGULED e S4 i NNLEn 8 A Ad d 1 10 B +1 5 ] 3i8 IMItID sis_ NVLED 4 an= a+-] 8-2+3 PI NOlheb IX.YF- I]'0-2-120-2e1 LOADING get) SPACING- 2-0-0 CSI. DEFL in (loo) 9mo Lot PLATES GRIP TCLL 20.0 Hale Grp DOL 125 TC 0.31 Vart(LL) -0.01 58 >999 240 W20 2HH90 TCDL ].0 Lumber 125 BC 030 VILt',L -0.04 SB x999 100 BCU- 0.0 ' Rep Sues Indr NO WB 0.14 Hon(TL) 4X00 3 Ne we BCDL 10.0 Code FBC2014/FPI2007 Mehr-MSH Wright:42W FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP Not TOP CHORD StluctuW Woof ehemn,directly applied!.1 oc purine, BOTCHORD 2x4 SP Not except end rerkals. WEBS 2x4SP Not BOTCHORD Rlgkl calling directly applied or l 0-0-0 op bracing. REACTIONS Ob el.) ]�1qD]-0,3=90AAerharvcal,4=233BAechanlcal Mex Hoa ]=122jL08) Max Uplift]=45(LC 0).3=-51(LC 8),4=]5(LC 8) FORCES. (M) Mac Comp.Atax.Ten.-Agf=m2WOb)orlmenWtwxrenshown. TOPCHORD 1-0=48&53,1-2=387/81 BOTCHORD 5R 137327 WEBS 134(331,2-5=3891183 NOTES, 1)Wind:ASCE 7-10;Vult lWrnph(3 second¢1at)Vasd=101mpb;TCOla+2pst:BCD".Ope1;h¢56;B--t5X;1-2411;eave=48;Cat, 11;Exp B;EnG.,GCa=0.18;MW FRS(direclbnoR;camllevs left and right exposetl;eIM verlcal left and right exposer;Llanber DO1-L60 plate grip D01=1.60 2)This Imn3 hos been designed for a 10.0 fail bottom chom live load nonconcuneltt Mm any o8rer IIVa loads. 3)-This buss has been designetl for a kve load 0 20.Opsl on the bottom ctlmd in all areas Where a rectangle 36-0 ball by 2-0-0 WOe Wll tit between the boflom chord and any other members. 4)Refer to 9lrtler(s)for tugs to buss cd.Edif if.. 5)PmIde mechanical connection(by dhss)o1 truss to been,plata capable of withstanding 1001E upli0 at joint(s)7.3.4. 6)'NAILED'indicates 3-1W(0,Lf8X1)or 2-12d(0.148'x325')toenails.For mora details refer to MRek§ST-TOENAIL Deal. ])In the LOAD CASE(S)sectlon,footle app8ed to the lace of the ims are noted as front(F)or back(B). LOAD CASE(S) Standmi 1)Deed a Real Uce Malmsed):Lumber Increase-1.25.Plata Increme=125 Untold Loads(d0 Ver:1.3=.64.4-7-20 Conoentmted Loads Ob) Vert 9=-1 B(F)10-3(F)11=1M E) �WI RHAM VvaxBxpnpmmww�ma RE4B ROTESar,IXL44Na MCLW.1 Mrt aE—,— I40EI6ry n1- 111. C50REV4E - �-� Wipl wlp ra�ux.oflYMIIreMeconracicx 1163ctlpia +ioNY Vnn.✓+omders Ygwi,.aM elamYefN7.rrl MtlYp cunp'a¢nt not op�Mtem.Pelae uvs.ttw btTflgtleNr,er mut veIIH Ire ryylltttJlly oldaYpr paanelasad IX4�lY InaxrwroR p4alm4n Flo IMoverdl were deean. ®acro k.xdadkmaRealll alcMre olkmuxa lllmweDaMfa creta membeleervv aadnwla talnr.xdv and pelmalrenlelacro Mt'.. 6oMvry lxµetl bl5k1M1yaMbgwMlcdlyew�ImLJe raved W�YWWpNerlYdsn[La.hx ger'^nd gli]W,ce reaaOrp lire npp<PaMe EM BM saaar anSMaAcrcI. eleclknagd¢kV d iu mtlllla<Mlenu reeRXnVMI GIIdIr 11, dSa-09aW BCL NLSq CUKwWnI £a1My IlMllldlal wdQJSM1an M®LablNxOe.PIe N.Iw STeel.Sidle x12 BIe�m9b.V,I Yl]14, ierrye,FL]Ylc Job a • TNM T.Type Ory Ply Rvenide on--t atABC.-JB Tf133<880 JIDW07 J1- Comar Jack 2 1 Jobu'awnro(optional)d' Meaning Building SLpglee, Jeckmmllle,FL 8.0105 tVr20BOVpF Teklnd5eA13lm. Tue AUg2315:0MV11,6rHyn 1 16.fwUUBCTUngDgMVtl210zOVpF-6JZRi7G5xuR30FBJOUOLVryN55oMZ8VYEJ8zHykwuO 200 z0B &ele=1:130 2 8.00 Fl2 1 d � 4 3 SII 2A0 2u0 Plat OM fX,VF 140L60-1-81 LOADING(pai) 6PACING 2-0-0 CSLTHfzCl EFL F pod) BON Lid PLATES GRIP TCLL 20.0 flMe Grip DOL 1.25 TC 0.08ed(LL1 QW 4 >999 240 W- 2"l- 0.05 24G190 TCDL 7.0 Wmbeo DOL 1.25 BC 0.08W(TL) -0.00 3 s999 180 BCLL 0.0 ' Rep Shins Imr YES WB 0.00L) 0.00 2 We Na BCDL 10.0 Co0e FBC2010RPI2007 MIAOx-MSH WegM:]ID 7=2. LUMBER- BRACING' TOPCHORG 2M SP No.2 TOPCHORD Sbuchiml wood dheaoing drec8y applied or 2-04)oP puling, BOT CHORD 2M SP No.2 except end vediceld. WEBS 20 SP 1,10.2 BOT CHORD Right calling directly Booted or 10-0-0 co bn drg. REACTIONS. (Iblalze) 4-6SO5-8,2A7AMechanical,3�2001ecllenlcal Max Herz 4-19(LC 12) Mex Uplin 2=M(LC 12),3=-5(LC 12) Max 3.4=68(LC 1),2=50(LC 17),3 (LC 3) FORCES. ob)-Mex.Cmp.R .Ten.-All tortes 250(Ib)or leas except When shown. NOTES 1)Wind ASCE 7-10;Vult=130mph(3woond gust)Vaso=101mph;TCDL4.2Psf;BCDIa3.0pd;h=25a;B-,VM;t 4h;eavBAR;Cat. II;Exp B;End.,GCpi-0.18;MW FRS(drecdon-I)and CC EHedor(2)mne;candlever lett arltl right exposed;end vedlcal lewd FRS for e gap 2)Th night Irussss M1asd C-C for mundane bean OaslgnW llor-10.0 psl bon.m MoM Iva load nonconcurtent*th airy of r llive loads. L=1.60 3)'This buss M1as bean deslgnetl la a live load of 20.Opsl an Iha bosom chBN in all areas Where a rectangle 3&0 tall by 2-OO Wide Wil fit barbarian the bosom chord and any other membere. 4)Rater to gloer(d)for fuss to tread comecb0ns. 5)Provide rewhanoal oen ddrion(by dhers)of truss to bearing pate capable p Withstanding 10O to uplift at Blods)2.3. YWpMweVMrytlealen p�amxlenuM-EIO NOIEa eN TINSpMexiCLWEe NIrEN-EFENRNLE-peE Mf4]a m.feffi�AI6BEFOBEY-E p J�Wp loi wruNyvltt�Mllak®canredas InkJarlgn dlxsntlwYy uqn(glcnmlrvnx5nown.mtl6ld m M1MM MaW q aanP>1YAl.rot A-1- tae un.IM daq�a«9Pne:mmlvmlry p�e�{acd91ho1Je99n gxamolnrsoM gcCaAY kxdlb�ale O60aWn Flo dW ove�tll re�'en. ao-+rewaerneaamneYenllwuao-amlmwaw ll�i.w,waalo,ux.a md�oneaauv. naen«n Wmq.W a+n oe mc.Wnla«xw uh. e`. la skdlry Oslo geventcWyre Yidh lw¢4ae Mh'W w✓J qq IYd��e6^. ra 9tnwtl gM��cel Esq Tx ew FL EMBW. sluade.OaNetY.tveclbn Pd daAgmin¢esm]I'u¢eMems me/iMN/IPII Wlhf.Mvk,D5Bd9aM BL51WWlIq ComOonanl ?aoP..rLdxla oymle Yf(n alv PWskepMe.RIB M lee SR9e1.5u11e 912.Nexis 1b.VFY[JIO. Job • a Truss T.Type Ory Ply Famous Hames-Lot 121 ABCC-JB T9334I00 J1504W J19 Career J% 2 1 Joe016 Mffek a Corel Manning Building SUDMisa Jedaomille,0. 8.010¢Ap202018WTZRp7Industries' str IWF. Tw Aug 2315:OSdi92 Hy961 ID:IwUUaC]IUcnOOaMVri210xOVpF.6JZRi]GSaR130FBJOGGLVM692MZSN12JexHykwu0 aa an r 4 Soli 120.4 2 app 12 s 6 1 l 3 31 it L0.0 b60 PI Oftaels lXYF f464 0. 61 LOADING(psi) SPACING 2-60 CSI. DEP- M (00) No Ud PLATES GRIP TCL 20.0 Plate Grip DOL t25 TC 0.21 Vwt(LL) 6.01 34 >909 240 W20 2"Aw TWIL ).0 LumUer DOL 1.25 BC 0.1] Vat(TL) 6.03 3-4 >999 1B0 Sit OA ' Rep Stress lncr YES WB 0.00 Horx(TL) 0.02 2 Na we BCDL 10.0 Cade FBC2010RP12007 Meth-MSH Weight:141E FT=20% LUMBER- BRACIll TOP CHORD 2x4 SP Not TOPCHORD SVuclurel wood sheathing directly applied or 40.0 oc purlins, BOT CHORD tent SP 1,01 except and adhads. WEBS 2x4 SP 1,10.2 BOTCHORD Rigid cellhg directly applied or 100-0 oc bladig. REACTIONS. gblves) 4=140/65E,2=91AAectlaHca1,3=480Aechenlml Max Hor]4A](1-0 12) Max Uplift 2--H(LC 12),3 41(LC 12) Mex G.4=140(LC 1),bgS(lC 1]),3=]2(LC 3) FORCES Qb)-Mex.Comp.Rda+c Ten.-All loran 250 111)or lase except won shown. NOTES, 1)W lo:ASCE]-10;VUI1_-130mph(0 emend gust)Val 01 mph;TCDI_-4.2pal BCDIr3.Opsl;h=2511;B�ft;L=2411,dual Cat. 11;Elm B,End.,GCp1-0.10;MFRS(disdained)and!C-C Extedor(2)0-1-12 to 3-1-12,Inhalant 31-12 to 311-4 who,cantilever left and light eu mem;end verilcal lett and right ed moC-C for members and forces&MFRS for reavTons moven:Lumbar DOL=1 60 plate pup DOL-LW 2)This truss has been designed for a 10.0 Psf boom chond live load npnoonasoent arm any other Ilve loads. 3)'This truss has been designed for a live load of 20.Opi1 on the boftom mond In all areas w9rem a 6wfangle 36.0 tend by 260 mile w1111ft between the bottom chord and any other members. 4)Reser to glrUer(s)Ior truss to Class cannedlaw. 5)Provide miamenlcal connection(by dols)of buss to bearing plate capable of Withstanding 1001E uplift at Iolm s)2,3, Q W4aHM0.VMryOwyn pr•nNamaMPFI n..de one said.1...0t fad'im HCE 1]n1.'I's—.1.11 u.",GSE pea�Wtlloi¢s dYYI.w venpurenl.ml niRmlem Celweus.IM Wh9da4a +mut aanlYlMkaMlNo(daNllwarele¢aggapxlY Wmryorale II'E Oe3T�hlo tie ovamN aAuaaaxaG. aGarrov.relaecrolewmr.ulro«ear+d�a m,wweoaw�«oamammwmr�darole lwamm�ammGrema tqek' a dHGy.lewed sol:awlyandroao.anl=axv».mnl>o�ae Pwwxxxni/yad wwadvwmme. Fw 9arela9Jda�am9QaG9lre eewla .eaa. raaoamn wlwa.aawen.olaonoaaaa«ro«InRe.aamm.r+enu raexXfl/PIIQYW cnl.m,pseas m4scN Nwig CamponsN ]e1ga FL silo satyr llxwmexwl GwAruaaom ms HuletAxae.zte rv.loasnoal,ore alz.ua.mdla vwztale. JM . ' Tan" Tru"Tyye - Oy PIY P.Merside Hames-LM 121 ABCC JB T9334]Ol JIW40] J20 Jerk-Open t 1 2315.07:002016 Pal I Manning fewirg SupRlec, Jecksomllle,FL 30105 pr 20 MT k B ID:NYUUSC]I0cnOOaMVr121020VpF-eV]pwTHNCHcsAgN50PVUIMIeti50L1eli2KykwuP 60 6000 6u1e�1 a3.3 2 &Uez 3a 6 1 4 3 e 1[ BDO 800 PMle Odaem - s:aa-B o-1A LOADING(psi) SPACING- 2-0-0 CSI. Di in got) Vded Lb PLATES GRIP TCLL 20.0 fle"GrIP 1%1L 1.25 TC &4] VrLL) COS 3 >099 240 1 2M/180 TOOL T.0 Lumbar DOL 1.25 SC 0.30 VaA(rLl -0.15 34 >48T 180 BCDL 0.0 ' Rep Stre"Irl6T YES WB 0.00 He,!(Tt) 0.08 2 Na No Weight:201E FT=20% BCDL 00 Cade FBMH0 PI20W IA"dx-MSH LUMBER- BRACING TOPCHORD 2x4 SP NO.2 TOPCHORD SlmMrel xwd Mail dreclly appill -O no,PWI., BOT CHORD 2x4 SP No 2 except and Window, WEBS 20 SP Ni BOT CHORD fi l ceiling directly applled or 10-0-0oc brach. REACTWN6. (IWelzei 4214N-58,2=143rMechanicel,3=]1Mtechanlcal Max Hare 4=125(LC 12) Mex UpIM 2=89(LG 12),3=8(LC 12) Men Grey 4=214(LC 1),2=)48(LC 1]),3=1013) FORCES. gb)-Max Comp Mlex Tel.-All fort"250 jib)or le"except vilen ehovm. NOTES 1)Wind:ASCE]-10;Vull30nl(3..d goat)Vill 01 mph;TCDIa4.2psf;BCDL3.OPsf;h=25X;B=45fl;L¢4g;eavel Cat. II;Fie,B;Ell GGplA).18;MWFRS(dbedlonel)end"F Wodii 0-1-12 to 31-12.Iltedor(1)31-12 to i"e,e;contro er led and right exyossd;end vertical lett end right elglo"d;C-C for membes and forces A MFRS for reaw.Mo.:Lumber DOl Plate grip DOL=1.80 2)This from has been clesil for a 10.0 per bottom Mot live load noncelWnent vMh eny Mel If.loads. 3)'The doss hes been designed for a live load of 20.Opsi on ire boron,Mom In all areae where a reCangle 3,6-0 net by 2-0 0 ell Wil lit beMceen line bosom cllortl and any otller members. 4)Refer to girders)for truss(01mm Mi nedlom. 5)Provde methal connection(by Mies)of fans,to bearing plate capable of Wthstendmg 100Ib ul at lolnt(s)2,3. AWANNMa VMry tl>tlpn pnxnrnm urO flFAa NOiEe ON iMR P Np WCLYaEa MIIEN aEFEflF NLE MGE McIeA m'.IOa3 NIe IEFOPEYef W�Wtllw,ee cWYNlla MIIeARcunWec4r5.nSde543n tlw¢'tl or1Y unx+n{*xarc+furs Lnwrt a✓Jhla mMACUJ bJdW epnxoreni,rot NimmfYNem.eslweule.a�aWQV deYPN�muNvealylM 4lAudewor4mM�WanebrsW paPe�lYh�ala Me q�Ay�lnbnxi w9dl MReK IxJ39dMP�.Ba'Irg14.[MUNIo pmenllhx.MNedYdNlAd MEwebaq/a WOnNM'ayswYY./Ndbd MalxxaY WJpnmmiBMMu3q 6W.'Oh re3eed b�SbtNyUxlbPeVenicdl¢Nw6hnw4�b Cwvxge4ry WgWalydamtye.fa pelwrd 9Hbce�e9Wdrofn SYN VUFe EW ONe. kM`.alkM1 YnuA.WNeiY.aeCYmagdligdLYW aMa�"eWenc®eN1NAF13 eudIy C41�N,p"da ageCMFW�pCmgwr9 TaNp^.Et 33610 "NrY Irlgmglpi uyM1ye9epn liuseuR MMa.RIB N.IeB"eei,9Jle 312 Nero1VM.VPR2314. Job • Thio T.Type Oxy Pty Riverside Homes Lot 121 ABCC-JB T13334)02 JIW07 J21 Jarlk-open Girder 1 1 JOE Rekrxce a 'orlal Malar,BUMI11g 61npea Jecksomille.FL dMITA2315:0]002016 Paget ID.WUUCTUcCMVr12loNVpF.aV7THWCHchAgNasuplisH0sesisaKryMP 600 640 Scale=1:'16.3 3 BO] 12 34 G 4 2 } d 1 i 6 10 RINGS XN26 XTUY6 e .7 II MO. fico Plate OlNeEi Y 1:05-2 all LOADING(pet) SPACING- 244 C61. DEFL In (lop) Upon tM PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 VWt(LL) 4.05 4-7 a9B9 240 MT20 24VIW TCDL 7.0 Lumber DOL 1.25 BC 0.68 WI 4.10 4-7 AI83 180 BCLL 0.0 ' Rep SM.Ircr NO WB GW Hont(TL1 0.03 3 be Na BCDL 100 Code FBC2010?PN007 Wellix-MSH Weigh:3210 FT=2096 LUMBER- BRACING- TOPCHORD WSP No.2 TOP CHORD Stuctulal wood sl�Nilg directly applied or 6-O0 qc pudirl5. BOT CHORD 2x8 SP No.1D BOT CHORD Rigid calling directlyappYed or 8-10-0w brocIN, SLIDER Left 2x4 SP N0.21-1042 REACTIONS. Guidoe) 1- -58,3=12511ecfanicd.4�01IMechenictl Mex Hort 1=110(LCB) Max Uplift td61(LC 8).3=-40(LC 8),4=I29(LC 8) FORCES. (IO)-Mas,Comp.IMex.Tam.-All faces 250(IG)orless except when an.. TOPCHORD 1�4n474 NOIRES, 1)Wind:ASCE 7-10;Vult=130mph(Ssewnd gust)VaeE=101 mph;TCDI=4.2pal;BCDI .Opsf;1125X;B=45X;L24ft;eme=411;Get. if;Exp B;Encl.,GCpi=0.18;MFRS(mreclrep;canglever lett antl right eValed;and VeNcal lett and fight apposed;Wmber D0bi80 plate grip DOt_1.60 2)This three has been consigned fon a 10.0 pal bottom chord Ilve 100 rlerlcen umellt Win any ora I"s IOatls. 3)-This three has been deegnad for a live load of 20.Opel on the boll chord In all areas where a rectangle 380 tell by 2-0.0 Vide VIII lit beNreen the bottom dcrd and any other memEels. 4)Rater to girden(s)for truer to Buse can escrons. 5)Prmide mechanical connection(by otlm)of this to bearing plate capaNe W 4ti61standing 100 In Uplift at jdM(s)3 except gt=1U) 1=161.4=129. e)Use Simpson Strong-Tie HTU26(2O1M Glydeq 11-100x1 12 Times.Single Ply GIMa)or equivalent opened at 280 ac max stall!,at 0 9 4 from the left end to 4412 t0 co mect trusses)to back face of bottom chord. 7)Fill all nail holes where hanger Is In cone wlm lumber. 8)In 6w LOAD CASE(S)section,loads applied W Ne tete of the truss ere noted m haul(F)or beck(B). LOAD CASE(S) Standard 1)Deed a Roof Llve(belayed):Lumber Increxse=l 25,Plate Inaeass1.25 Uniform meds(pit) Ven:1-3=54,48=-20 Concentrated Loads(Ib) Ven:7=432(B)P 427(B)10=427(8) QW4NMaVellx 4relanpunMr•=n46EApaaIE9 CN 16RIMO NCLINEUYIEN aEEGENCEM4ElY11Am.n40YNIa1EfONE as E. �yai ypy(q uw way Mln 6atekW cwneclws.MaalPr k WmOeNYupon{KKanelers Lwwn uMalw mM'MM aldrgcanµwn1.rcrl trlyd Mlem.Paloma v¢.MetJtlag OaLL3ne muslvwrh nieg4:YcdAlryuldeynlwdeelerswd RopenYacwRNule AadaAl0W11'ewwoll � Bk a4,gp .9ncYgMMlxtlkwRevenl r'iucNh3aIMNkNd auawehaN/wcM1xtl memlwmcNY. gw a to IemW wwdnothe ?aiastrq adwanreWedMe121madlo Reveni cdl[gexXElxv�a WivxKa TWyad RCGwlY dweWe. Fwgaeadmlawae regaatrglM BBW PeAeEM am ldrlColbn Lw[pa.tlWwY.wechyad aa.Yp of ermsad aw MlelnS MNIVINI MIy MxA.OMdaaM%aIWMMOua�Wneal Tenpa.FL 33610 fdMyldornroxwr p+yyletrwn rw Holah5M4e.Rl6 N.lea Spee1.911e J12.NavaMki VPY1311. y m v M o x ML Ja A m a $g II n o1c_ mo cd. �` 0 0oa4m $ ' o p 8ffta - O0P 2 � $ �- Z N o �o - 30 m' S NS =:o v3 0noo N - 0 Ocn Svn 3o'F.i 6 00 n0o ^s D G10 7 B D 2a mm ¢N p JD -��' mo3 'na a. -v-ao OyKo O o3s a :Ea 0 0 �m Do6a:dE JE ? $ mC_-Jd y N3Q37m0 A a� nJ3 �m £ 0�n 0° ay6< 0 Dc6 CQ DN' — $.: 3 � m � SN 'c ..�°,m°o � moPo 0U5 Z Q 02 ° ��, oo mom' ao ? Km °a ao HvD - o -03 Sno.o 3 m'oo 3 _ as KO .D. m m.nm n.tio m =_ ana 04, J ; � 10 00- 0 0 0 °. ooY� ? °.aoF a2 ° pmtm-1y m °m n- a3�n3 2 a 2J_ _ ''208 . 9 mS x7mS F pS 00 �- c 60 ma ° °' ff.0 0 � ° £ �0 QD ym m0 mx' 0 3 � g b_.o o' o� � �.oa I+ 5 m om 0 4m 00o_.2m � 0 0 c �c 35 oa om 2 .< 0 m° m r -T av zo �p TOP CHORD F mL � ca.,A 0010 26 �§ ao cis - Z No v 0m 00 M, a Pj CoA o 'm mum mm 2 m �0 - 4 m ° ym 'gym aA 0O p �m vO < > O i m W' cm mN N o n� O^' = a ap p m �c a • �' F F_ om G sp o» m O 90 Mo ti p dim T�T 041 m m 3 i0 vaa o H �v m P gm a d z m O m e 3 mc N g u, ces a N m N TOP CHORD a sN ' amJ d as°g 0 Rg s` s oho m R6 0. n R £� n 3 D n 3. a a &z ^03 ggd 3 OF ° o nm Rc�G 13 E- q o p 3 g tl a8 EG # m m 3,g co mm o� _0 3& a8' a8 Q8 �e m o@ �� 3 "-_0° -Egg CD o m3 � � °� g 3O a m9 63 a dg Y0 ma ? 33 mao q dr�� n gRR�3 xB O �V SR 'g'a 'R n g0 - Sx o 3Q � a ng SR $gm B g3° �m g�'a`x °3 _ 0O o gas S, 3$ ag ag 31 Gz �� a$3 UFR o a�3 gsgg :g N £ a.� 6A MQI -3 go Q ad Baa x 33 Q g � j 8� Tnam �°� o Q � So g <m � � adz g a i_ B3�a s 3�- E � a m w �a a s 81 M9 �' 8° �g £G �a qa $q SG `c'O NN a o3a a 6 d � 3� 3� �� 6�3 R j 8 gg1 Q $ 9g O� 8 z �.s F °" ,m'x� nn a$ O $ 3 $g s 0 (D R $ ° - o mna ffi a 3 n o gm $a ° ' R ( 3 O Z AS o ,V N 12276 San Homes Job#: J160407 12276 San Jose Blvd.,Ste 720 File p: Jacksonville,FL 32233 Salesman:Scot Burney (904)503-7055 Designer: James Bratcher Manning Building Supplies PAGE 1 Jacksonville, FL 32256 jaxtruss@mbs-corp.com Brothers Residence Phone: (904) 268-8225 ` Fax: (904) 260-2981 DATE 08/23/16 1686 Maritime Oaks or Del.Date: Atlantic Beach,FL 32223 Cover Sheet Truss Level: PROFILE OTy PITCH BASE OIA LUMBER OVERHANG CANTILEVER STUB OIA HEIGHT PLV TCP BOT ID SPAN 9PAN TOP �T LEFf NIGXT LEFT RIGHT LER RIGXT 1- 8.00 am "I 250600 2590.00 2%82X0 050114 ® 1 8.00 am A02 250600 259000 2%4 2 X 4 t 8.00 0. A09 2100-0D 250600 2X4 2x4 0801-14 1 am am A04 250000 250000 2%4 2X4 0]4M-03 1 8.00 0.00 AM 250600 2590.00 2%52X8 000603 1 8.00 0.00 e01 %-0808 %-0808 2%42X8 01-01-U ® 3 4.00 0.00 On 181608 181608 2%82X8 0601-'1 ® 4 4.00 0.00 cm 2100.0D 2300002%42X4 0891-11 ® 2 4.00 0. COS 11-0005 114000 2%42X4 080411 ® 1 4.00 a- C01 11-0008 11-00.08 2X42%4 07-0800 ® 1 AM 0.00 COS 11A098 11-0608 2%42X4 074W-0 t 8.00 0.00 001 140500 140590 2%02X4 01-0815 1 am am Eel 3?1008 021008 2%82X4 10.11-12 4 BAO fi.OD E% 3210-08 921008 2%42%1 11.0800 t 8.00 5.00 Ea3 321600 32-1608 2%42%I 11-0800 8.00 5.00 E01 32-1095 32-10-00 2X4 2X0 000505 "-0808 E0fi 82-0308 32-0508 2X42%1 11-0808 320500 32A308 2%4 2X4 160814 Q��LAr-TIV��'��V 1 5.00 6.00 EO] 32.0508 920308 2%42X4 080514 �LYJV t 8.00 5.00 E05 32-0308 320308 2X42%4 OB01-14 1 9.00 5.00E08 92-0108 32-0108 2%42%4 080814 1 8.00 am 510 259000 25000D 2%4 2X4 05-0514 ® 1 3.50 0.00 GOi 11R]4M 11- 418 2%42X4 0391.15 Riverside Homes Job#: J160407 i 12276 San Jose Blvd.,Ste 120 File#: Jacksonville,FL 32233 Salesman:Scot BumeY (804)603-7066 (8nS Designer: James Bralcher LJacksonv!lle, uilding Supplies PAGE 2 6 jaxtruss@mbs-corp.com Brothers Residence 25 ' Fax: (904) 260-2981 DATE 08/23/16 16813 Maritime Oaks Dr Del.Date: I I Atlantic Beach,FL 32223 Cover Sheet F-71 toss Level: PROFILE OTY PITON BASE O/A LUMBER OVERHANG CANTILEVER SNB OIA HEIGHT PLY TOP e0i ID SPAN SPAN top wT LEFT RIGM V=FT rtIGXT LBFT nN3Hr ® 4 3.50 0.00 G02 12-0140 12-01-00 2X 2X4 0002-00 040244 ® 4 3.50 0.0 G03 12-0140 120140 2X42%4 0402-14 ® 1 8.00 0.00 HOt 12-01-00 12-01-00 2%42X4 01-01-14 m 2 8.00 0.00 H02 12.01-0D 12-0140 2X 2%4 W%40 4m 3 8.00 0.00 HO 12-01-00 120140 2%42X4 0416(* m/ 2 5M 0. JOt 08-1001 0110-01 2%42X4 0`'A� Om 2 5.88 0.00 J02 08-07-13 DIW7-13 2%42X4 Ot 0 &00 0.00 A3 01-0600 01-0600 2%42X4 01-0514 8 8.00 0.00 J04 03-00-00 030000 2X 2X4 020&14 L 4 8.00 0.00 J05 050000 050600 2X42X4 0401-14 G 13 8.00 0.00 OB 07-0600 07-0600 2%42X4 060514 G 1 &88 0.00 J07 0608-14 0600.14 2X42%4 01 OD07 G 1 files 0.00 Joe 074002 074002 2%42X4 040148 G 2 9.00 0.00 J08 050600 060600 2%42X4 010144 G 5.88 0. J10 07-00-02 07-00-02 2%42X4 040148 G 2 5.88 0.00 J11 0 14 0600.14 2X42X4 040007 8 a 0.00 J12 a1-0D-00 01-0600 2%42X4 01-0514 L 8 8.00 UAD J13 030600 03.0000 2%42X4 02-0614 L 8 6.00 0.OD J14 054600 054600 2%42X4 0-01 G/ 2 5.88 0.00 5 0608-14 08-0&14 2%42X4 a�7 LC 1 5.85 0.00 J16 060&01 060&01 2X42X4 ' 1 SAS 0. J17 060243 080613 2X42X4 M-08-07 C 2 8.00 0.00 AS 02-0600 02-0600 2X42X4 02-01-i4 Riverside Homes Job#: J160407 12276 San Jose Blvd.,Ste 720 File#: Jacksonville,FL 32233 (904)503-7055 Salesman:Scot Bumey re S) Designer: James Bratcher Manning Building Supplies PAGE 0 Jacksonville, FL 32256 jaxtruss@mbs-corp.com Brothers Residence Phone: (904) 268-8225 ' Fax: (904) 260-2981 DArB oez316 1686 Maritime Oaks or Atlantic Beach,FL 32223 Cover Sheet Truss Level: PROFILE OTY PITCH BASE O/A LUMBER OVERHANG CAN TLEVER B OIA HEIGHT PLY TOP BGi ID SPAN SPAN TGP ERI LEFr RiGrvr LErr BIGNr LEFT a L 2 BOO 0.00 J19 oaoaoo W-0600 $42 010614 G 8.00 0.00 N 060000 0600-00 040&14 L 8.00 0.00 2, a13aam o13a9oB 04-0614 8.00 0. KOt ,90408 ,90108 01-01-11 ® 1 8.90 O.OD I(02 1901-08 190400 05-0614 1 am 0.00 MQ 190400 1901-08 0130914 ,0 8.00 000 KO4 1944-08 190408 0]-00-08 ® 1 BOO 0.. 14... 0 KOB 190408 1909-08 2X42%4 0]-00-09 ® 1 8.00 0. K08 1904-08 19 08 2%12X4 O60B-OB ® 1 BOO 0.00 KO] 1901-08 19M082X42X8 040914 FLOOR OTY DEPTH BASE O/A END TYP INTBEARING CANTILEVER awls PROFILE PLY1 ID SPAN SPAN JLEFT Rao SIZE I LGG4TIOry LEFT I RIGKT LER IRiGHr O,OB-00 K: 1 FOt 199312 ,90312 ® 01-0600 OE 2 F02 190312 1901,2 ® OtFOO FW ,90312 1901,2 ® 01-0600 4 F01 190312 19-0112 ® 01FBOD 1 FOB ,1-08-08 11-0808 01 FOB 2 Poe 060900 0130900 L�IGIrJ 1 0 1-08-00 BEFO7 060900 Os0900 01-0000 B,FB4o>YJ.]Y1Y i FOB 07-0108 O74300 ® 01 FOB C 3 1 FOB 0]-0.1�OB m-0308 01.064M 80 C ® 1 F10 1312 ,90312 01-0000 01-0600 ® ] F11 190312 190}12 C 3 01-0000 NNW Riverside Homes Job III: J160407 12276 San Jose Blvd.,Ste 120 Jacksonville,FL 32233 Fila t: (904)503-7055 Salesman:Scot Bumey re IS Designer: James BratCher Manning Building Supplies PAGE Jacksonville, FL 32256 jaxtruss@mbs-corp.com Brothers Residence Phone: (904) 268-8225 ' Fax: (904) 260-2981 DATE 08/23/16 1686 Maritime Oaks or Del.Date: / / Atlantic Beach,FL 32223 Cover Sheet MONSOON Truss Level: FLOOR OTY DEPTH BASE O/A END TYP INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT RIGHT Sl a LocnnoH LEFT RIGHT LEFT MGM t F12 I OT-0eO0 OT-0&00 l C 31 B F19 120604 01-0600 ® 1 F14 12-IN-01 120604 ITEMS QTY PL ITEM TYPE 312E LENGTH NOTES N18 2B Han r 1 I HTU26 Ha r HTU2a 2 r He tt T 26