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1781 Atlantic Beach Dr single family residence permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 17-SFR-3274 lob Type: SINGLE FAMILY RESIDENCE Description: new single-family residence Estimated value: $450,000.00 Issue Date: 3/10/2017 Expiration Date: 9/62017 PROPERTY ADDRESS: Address: 1781 ATLANTIC BEACH DR RE Number: None PROPERTY OWNER: Name: RIVERSIDE HOMES OF N FL Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS GENERAL CONTRACTOR INFORMATION: Name: RIVERSIDE HOMES OF N FL Matthew Alan Roberts,CBC1254135 Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS Phone: - - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 UTIL REV RESIDENTIAL BLDG $50.00 STATE DCA SURCHARGE $22.95 SEWER SDC-SYSTEM DEV $4,050.00 CHG STATE DBPR SURCHARGE $22.95 WATER CONNECT/TAP & $370.00 METER MITM0194S Sd? ANEPOTj"CEATR'XLL CITY OF ATLANTIC BEACH ORDRSANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 WATER SDC-SYSTEM DEV $1,140.00 CHG BUILDING PERMIT FEE $1,530.00 PLAN CHECK FEES $765.00 Total Payments: $8,100.90 PERMIT IS APPROVED ONLY W ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLAYMA BUILDING CODES. City of Atlantic BeachlEdriffiL APPLICATION NUMBER Building Department (io be assigned by the Building Depanment.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fm(904)247-5845 E-mail: building-dept@mab.us Date muted: _r-Or`(tOt�� City web-site: hitp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property opert $ Address: 1f1 AAA"'-V(_ � b/ . De rhmentreviewre uired .Yes No 3% y ul Applicant: QAQ"S,d,L $(nt3 anning&tonin Tree Admims ra or Project: h S�(ya1¢—Fdlh �y tilONl P Public Utilib Public Safety Fire Services Dept Signatur Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B \ Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Any Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: WApproved. ❑Denied. (Circle one.) Comments: �e 01 vo L BUILDING Gv�s PLANNING&ZONING Reviewed by: Dater TREE ADMIN. Second Review: ❑Approved as revised. ❑ nied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114109 i � � z u = 3 Y 4 V 1 ,f9 L uT lotL 1 6 f R.O.W. Permit Attachment of for R.O.W. Permit# issued , 200_ Atlantic Beach,FL 32233 Owner's Name: yCrI.i..�ilr t6r yrn & Property Address: llIjl hj6aYr±fL %rathW. 6b"+,c, f3ca Ch IEL 52.213 FF8 1 6 2017 Subdivision: Lot#/Block#: '3$ R.E.#: ..,�,�� 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 to as "CITY" and �IVQSSI(`�. >�OMQS 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: N9-W C['YVS}rLAC}lC*4 — SFfz 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: aa-,t P `- JOsL L3wd, ax 1ao. J�otc sa n,i Ile PL_ 300423 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 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 we here y assumed by the USER. DATE SI NED this'day of 20ga. By Pr er signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this t t day of 20Q,'Apersonally appeared before me, a Notary Public in and for said rty and State, the property owner of Yl�\ IN1at r. ( L� J t� 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 exec teddhe same freely and voluntarily and for the uses and purposes therein mentioned. LIMOSEV N.BISHOP N Public i for s. d ou ty and State +., aMary Da9tR a•aa a nava Commlaafan DD 2Ta' a My Comm.ExDi�ea Jan 19.2020 CITY OF ATLANTIC BEACH,FLORIDA, a municipal corporation: ' Approved: trper, ublic Works Director onafa# D, 'Trtrb.�rf2, For Permits where city sidewalk is impacted, City Manager approval required: Jim Hanson, City Manager Page 2 of 2 CITY OF ATLANTIC BEACH 1 PUBLIC UTILITIES U 1200 Sandpiper Lane ,VO3JU�' ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: 2- 21 - 17 Project Address: /7 $/ ARMMC fir' No.of Units:—L—Commercial Residential Multi-Family New Water Tap(s)&Meter(s) Meter Size(s)_ 31q New Irrigation Meteryl Upgrade Existing Meter from to (size) .3 .'' New Reclaim Water Meter_Size New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# /7 SFi2 Water System Development Charge $ / / ejo ✓. Sewer System Development Charge $ 0 to Water Meter Only $ / StSTJ " 3�D Reclaim Meter Only $ /857r-Ib Water Meter Tap $ (mss) Sewer Tap $ Cross Connection Other $ TOTAL $A�- APPROVED: Kavle Moore,PE _ (Deputy PWDvectorwAvthwize Signature) ALL TAP REQUEST MUST BE APPROVED BY UTZITIES DEPARTMENT BEFORE FEES CANBEASSESSED CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS s 800 Seminole Road 904-2475800 e pr Atlantic Beach,Florida 32233-5445 Fax 904-2475845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date 1 13 PERMIT# Job Address I1$1 M111Q.YL'' Ra-a hr, ` �'7 DIYI V�_ ISSUED BY THE CITY Permitee: �QtymQ (\Q ril]fT1Q45 O!- N- FL-IINC• Telephone# 3--lOEiS Permittee Address: i.-,o psoLtiil B-ii 1&Cl 1'WNVi11il 3-1a03 Requesting Permission to Construct: T�(011 C'tJ SAY lC�1ClA1- R Location: (Reference to Cross-Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground a the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority FEB ) B 2011 Yes ( ) No ( ) Date: Bell South Telephone Company Yes( ) No ( ) Date: Ferrell Gas Yes( ) No ( ) Date: Comcast - - Yes( ) No O Date: 2. Whenever necessary for the constrpcObri "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 ,,ok5 Flonda DegaI. I of Transportation Standards and be performed under the supe ry ion of Kl l(lIV V I-]2_,\ ( (Contractors Project Superintendent)located at FC ,i(Al "Cr(l2S Telephone#: r..70.3•�IOSrJ 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 showina 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 3Q 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 Holder 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 is Works shall be notified twenty-four (24) hours prior to starting work and again immediately u o pletio . OWNER Signed: pate:J� 1 Before m is day of snthsCi of Duval, State Of Florida,has personal y appeared Notary Public at Large,State of Florida,County of Duval. My commission expires: P I Produced Identification: w^x �1✓ LINDSEY M.BISHOP I/ Ngary Pa01k-ab le of Florlds _ Commission#FF 948204 "V1wn`, f' MY Comm.Expires Jan 19,2020 ?s ti City of Atlantic Beach APPLICATION NUMBER 04 d� Building Department To be assigned by the Building Deparnneru.) rr 800 Seminole Road o s Atlantic Beach, Florida 32233-5445 1{ Phone(904)247-5826 - Fax(904)247-5845 1 I E-mail: building-dept@wab.us Date routed: Cityweb-site: hftp://w .coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Iil61 A--l'k"'K L P,2ALk nl . De artment review required Yes No ILD{- 4, � p ' ul Applicant: µQm,Aj_ sots anning &tonin ' �` 1� Tree Adminis ra or Project: V�C_W Sx(Wp¢-Famt�y hon4 Public Utiliti Public Safety Fire Services Review fee $_. Th Dept Signage Other Agency Review or Permit Required Reviewor Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date:, , /Z / z L 17 TREE ADMIN. Second Review: ❑Approved as revised. nDenled. aWORKS Comments: CL,-tUTILITIE -zl -/7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 City of Atlantic BeachAML APPLICATION NUMBER Building Department (io be assigned by the Builtling Department.) 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 1 E-mail: building-dept@coab.us Date routed: Q�-` I bU} Cityweb-site: hdp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1}'6I 1�1."A;L (�UC( ) 'Vf , kSeNims t review re aired Yes No W{ #3�Applicant: (-twstb- klylt3 nin� raorProject: YNt1J S�(V�Q-t�Mit4 V6ft ..f_ Review fee $ Dept Signature aOther. gency Review or PermENipt Date d B ept.of Environmental Prot ept.of Transportation s River Water Managementrps of Engineersof Hotels and Restaurantsf Alcoholic Beverages and APPLICATION STATUS Reviewing Department First Review: Approved. —[ —Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING /J ,. Reviewed by.,w- Date: AZAe17 TREE ADMIN. Second Review: QApproved as revised. QDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. —]Denied. Comments: Reviewed by: Date: Revms d 05/14/09 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department) 800 Seminole Road (� -S�p Atlantic Beach,Florida 32233-5445 f— `I Phone(904)247-5826 Fax(904)247-5845 II E-mail: building-dept@wab.us Date routed: City web-site: http://w .mab.us APPLICATION REVIEW AND TRACKING FORM PrapertyAddress: �� 61 11AA."k:C_ (�UILV1 pl . Department review aired Y No W� #3� Applicant: QJt�D-(S1a,L lwrn t tanning &Zoning Tree Administrator Project: V\C1JS�(w�¢_F0.M1�4 hOry�� Pu PublicUlilili Public Safety 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 Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobago Other: APPLICATION STATUS Reviewing Department First Review: 1]ApProved. ❑Denied. (Circle one.) Comments: BUILDING PLA ZONING Reviewed by: Dale: 2 Z 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 05/14109 CITY OF ATLANTIC BEACH �) 800 SEMINOLE ROAD OFFICE COPY ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 2.27.2017 Permit#: 17-SFR-3274 Site 12276 San Jose Blvd.,Ste. 120 Site Address: 1781 Atlantic Beach Dr. Address: Jacksonville,FL 32223 Review: 1 Phone: 904-503-7055 RE#: 169505-1485 Emat l: isho a,mvriversidehome.co m Applicant: Riverside Homes of N.Florida, Homeowner sa Inc. lowev caSe L Correction Comments: These comments are from 1 of 4Departments that are reviewing this a e Florida Product Approval forms submitted is missing the number for the JELD WEN Siteline Clad Quad Sliding Patio Door. Please submit the r. Mike Jones Building Inspector/Plan Reviewer C' City Of Atlantic Beach 2-201-/? 800 Seminole Road Atlantic Beach, FL 32233-5445 VX Ofc (904) 247-5844 Fax (90// n 4) 24/77-5845 &n4W leol PVi ?M/ Co.�.ma—fj 2 -27- 1? ✓N 1 OFFICE COPY DO NOT WRITE BELOW- OFFICE USE ONLY pp ca e o es: Review Result (circle one) Approved Disapproved Approved w/Conditions i Review Initials/Date: /7,7 7 7 Development Size Habitable Space Sr 93 SF• Non-Habitable 161,v P Impervious area Miscellaneous Information Occupancy Group R- 3 Type of Construction v f3 Number of Stories 2- Zoning Zoning District 49c.1— Max. 9c1—Max. Occupancy Load_ Fire Sprinklers Required Flood Zone X Conditions/Comments: Atlantic Beach Country Club lot 38 OFFICE COPY 1781 Atlantic Beach Drive Atlantic Beach, FL 32233 Single Family Detached-Group R3 2014 Florida Building Code Michael Stauffer 1093 AlA Beach Blvd.,Ste.330 St.Augustine, FL 32080 EES 7 6 ?017 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road,Atlantic Beach,FL 32233 Office (904) 247-5826 Fax (904)247-5845 Job Address: 1781 Atlantic Beach Drive Permit Number: Legal Description Lot 38 Atlantic Beach Conn Club Unit 2 67-132 08-25-29E.193 Parcel 4 169505-1485 Floor Area o q. t. q. t Valuation of Work$450,000 Proposed Work heated/cooled 3873 non-heated/cooled 826 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed.structure(s)(circle one):, Commercial esfdential If an existing structure,is a fire sprinkler system installed?(Circle one): e o 41A`1 Florida ProductApproval# For multiple products use product approval form Describe in detail the type of work to be performed:New construction- SFR Property Owner Information: Name: Riverside Homes of N. FL,Inc Address: 12276 San Jose Blvd., Ste. 120 City Jacksonville State FL Zip K2223 Phone 904-503-7055 E-Mail or Fax(Optional)Ibishop@a myriversidehome.wm 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 4 CBC 1254135 Architect Name&Phone#Michael Stauffer 904-471-2552 Engineer's Name&Phone 4 Hulsberg 904-886-2401 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hos commenced prior to the issuance ofa permit 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 commencedwithin six(6)months, or if construction or work is suspended or aba.d.ncdfor a period ajsix 6)months al any time after work E commenced. I understand that separate permits most be secured for ElectricaE Works Plumbing,Signs, Welis,Poo/a, umaces,ilmlers,Nea em, Tanks and AL,Candidonere,em 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 YOYUR NOTICE OF COMMENCEMENT. I hereb certify that have read and examined this plication and know the same to be true and correct. All provisions oflaws and wdiaaacesgoverrzing this ni 0 orkwillbecompliedwithw&thersp,coed�eminornot. Thegrantingojapermit does notpresume togive authority to violate or cancel theprovrsions o)any other federal,state, or local law regulating construction or the performance ofconstruction. Signature of Owner /!7V \- Signature of Contractor r64Print Name (, {Ylfrt�. RQ1(-kid ......... ............... Print Name Swore to and subscribed before me Swo t d subscribed before me this Day of �n V�DJNo .20) ) this Day of�t1 :Rb4iaLk,r, 2 V Nodtry Public N�fary lc �� Revised 01.26.10 • "�:.,, LINDSEY M.BISHOP ?P °` Notary Public-Stas of Florida LINDBEY M "p •' commalon♦FF 91!201 NMN P 9iMe$ol Floc W: nMy Comm.Explain Jan 19.2020 Y uDlk. ba i •nr,4RT, CommNukn/FF 919201 ••.,.,T " MY Comm,EEagna Jan 1B,2020 OFFICE COPY SITE PLAN LOT 38 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FL. GRAPHIC SCALE DENOTES PROPOSED CONCRETE slmasRr mm r.�mamaravxw or wey w° © MoEr S CNEMICAL TOILET Rr NmaE-mw1 E � ��w Ij- DENOTES FUTURE 4" TREE ( w rear I ID0D = w }L \r \ 5.67' C<Ql \\ \ CO 5.er .E r y4&I ' /1 4 �a V 0pA 5.6r G � bAlkw' Sma zo r aAm w�mnwak a.nwmc uw 6ktt Az ezrw �(�j, \ �� \\\ •/z r•IX.cl�� brR au rtu�,1CA, \ w,w/mlrmn °b ft. n[v3 io6�nr7.' rm. ME TM� �B KLS9J8A^wAlm Sa.R _ _ mTMixmt per. PHx 1'�'kM`6,O xx CMM1. xo/m`xn�`inwmM �m¢uw rwM J\\ UNE TABIE cxr m¢ awx xnrvnu+m•mr.rw \\+ EV) kmrvew m wn R1 Im OF ® 11xor n�mmmu \\\ \ ISM 6PERMMOUS COITRAGE \ \ aabR 4K04R -EEu��ommsea6u lnsLLmA, nrRc nxs E, [ \ 4BNRDING CO4WAGEm mwm b Rb tt w;rt ;rt �, nEom.�.... x.w. m 1AE1 M— E.o w.mo w xm.mnA.lodn� PRBP PO&RIVERSWE HOMES CERT7TI8D TO:RIVERSIDE HOMES �=mlilTiea:tariram�� HARTRAM TRAIL SURVEYING. INC. RI1RTel'OR9 - PIINNBR.R - LAND DRVe10PM CONMTANTO /l1/ �{- +•� 1501 COUNTY ROAD 915 SIIfIB N0. 100 (004 284-22E4 `' /� GRBBN COW 3PRw. PL 92049 PAT (004 264-2250 Mull ��^^^•�^ C6RTVICAT6 OF AOYRORIZATION LR A0 1 m•- CGP GRT 2016 Ns.Sax%L__ � TON I.u.r,um x lx/A1 HERBY CER9FY.Uvf role aum q EM¢eM.l;`� N�IIvW flJC�w'�wy moee. pva H NR w W Frodkv M Svwp a�P tla 5loly �Yn ve '� 13WP RKBI</J/I] w•as a w.w.°h+ a 1 1n vne nom0one om n v meuc�..nkn mo a aor n Ina oe.wd, -,Eh m/ro• x/A N/A W. 10/11/16 a a-'S�ns��-SS�'QERVu vbiIE1D NVM LW%EIFO fPIfJ1NLY 9OlE9 NN/ANS mlw eui o1 o fleneo nrnue um an `q 41Y�1F0.E MWAS R NVIN6, P.LS. STATE Cf fTARIDA UNW NUMBS LS JSGT OFFICE CGi- i City of Atlantic Beach y Complete Plans Checklist �Y'_ 3R, I'1K) Af-I awlic, �a.eh Tarr t�-c_ `•:` ` Provide (2) copies of signed and sealed Architectural/Engineering 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.) 13&ver 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. )'j/site Plan (Legal Survey): o Distance of proposed house to property lines o A/C 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. In 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. 10 Inlet protection(if existing storm water inlets are adjacent to property. 'I2J 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(Atl. 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 inspectors use prior to framing inspection.' Or, "all property markers shall be exposed and a string ' / stretched from marker to marker to verify required setbacks." p 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 1a floor bathroom, egress, windows etc. I , 42, ]ovations _ f;}'Structural Engineering: o Structural design criteria, loading requirements indicated. FfB ) 6 2017 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 Clisections and Details: o Typical wall sections for each dissimilar wall type. o Stair sections with guard and handrail details. o Balcony guardrail details. Q/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." Ej 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 Doc 4 2017014054, OR BE 17848 Page 1289, Number Pages: 2, Recorded 01/19/2017 at 11:50 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 DEED DOC ST $3620.40 OFFICE COPS' P"P"bymd,wmm: FEB 1 6 2017 Aamti4a P.,LLC 414OldHWRo .$uta Sm Fleming 14mQ Florida AM03 _ SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED made as of the I day oPIG 2017, by ATLANTIC BEACH PARTNERS,LLC,a Florida limited liability coho address is 414 Old Hard Road, Suite 502, Fleming Island, FL 32003 (hereinafter tor')and RIVERSIDE HOMES OF NORTH FLORIDA,INC„a Florida corporation,whose address is 414 Old Hard Road,Suite 502,Fleming Island,Florida 32003(hereinafter called"Gmntee'�- WITNESSETH: That Grantor,for and in consideration of the sum of Ten and no/100 Dollars($10.00)and other valuable consideration,the receipt whereof is hereby acknowledged,by these presents does hereby grant, bargain, sell, alien, remise, release, convey and confirm unto Grantee. its legal representatives and assigns, all that certain real property situate in Duval County, Florida, described as follows: Lots 38&122,Atlantic Beach Country Club,Unit 2,a subdivision according to the plat thereof recorded in Plat Book 67 pages 132, 133, 134, 135, 136& 137,in public records of Duval County,Florida(the"Property") TOGETHER WITH all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD,the same in fee simple forever. And Grantor hereby covenants with Grantee that except as set forth below at the time of the delivery of this deed,the Property was free from all encumbrances made by Grantor;and that Grantor will warrant and defend the same against the lawful claims of all persons claiming by, through or under Grantor,but against none other. By acceptance and recording of this deed, Grantee, for itself and its successors and assigns, agrees to join in and support and to execute all documents and papers necessary to accomplish the annexation of the Property conveyed hereby into the City of Atlantic Beach, Florida Grantee acknowledges that the foregoing agreement is a condition of this conveyance by Grantor and shall run with the title to the Property. 3Ax AC 34535973 OR BK 17848 PAGE 1290 OFFICE COPY This conveyance is subject to covenants, easements and restrictions of record end to ad valorem taxes levied or which may become a lien subsequent to December 31 of the calendar year next preceding the date hereof. IN WITNESS WHEREOF,this deed has been executed as of the date first above written Signed,sealed and delivered GRANTOR: in the presence of: /IIl/1 ulS-Itu (_l O IIS ATLANTIC BEACH PARTNERS,LLC, Print Name: irliRtlLllY ga a Florida limited liability company f By:The Wood Development Company of Print Name: ma Pe Jackso e,its ging Member By: Name: S D.Wood Title: VicePresident STATE OF FLORIDA ) }SS COUNTY OF DUVAL } The foregoing instrument was acknowledged before me this(¢-day ofa 2017,by Susan D.Wood as Vice President of The Wood Development Company Jackso Ile, a Florida corporation,the Managing Member of Atlantic Beach Partners,LLC,a Florida limited liability company,on behalf of the company. �pvy"QgpSP�ry�F�ry� y�blEto . = S Spencer NOTARY PUBLIC _*: ... *= State of Florida at Large tff 196567 rd Commission 4 FF196567 a y•. r anyema . r My Commission Expires:64-19 y�49p•l,3•run Vsm'.��..� Personally known XX "rin�iini ir�tvvv" lA]C_ACTr'E3�3a51]3 2 / ��\ } { �§ | , {( ! | ! ! ! !m ` � b I / Sp I \ 5 |} � q 0 m \ ' ' § Q ) e3 6�IlFF F� F FFFFiia py S $ a ¢ 6"a a 9 if $ 2 € g y 5 0 16 •F S i r $ 8 S E qq 4 i §\Jr ©HE §§ ! ; §mmum, ree#e#4 • ./ j§ ) | | / | " �I! ; \ ` CA / } W ` /,) ` � � / C3 . ; / ( > Z C� � co- 0"6 k"6 s ¢� w"F fi all. % �s,g Y6 mM la s a. e g $ y 3 Ggeygg-ate; a ' ail3a �P � eg sg;aaaiiis 5..� a FFi�aa aFFi�iFaiiFFa s 8Q N ge 333 S asp NN UN. 3.3• fi � # pF � a g�s%a• S 9 a3 3y8 3 � S� AV g� g . g r...' 2 a 2 3 NNU 2 � gg =a a �=5 ar y a c S OFFICE COPY lb International Fireproof Technology, Inc. Paint To Protect m a 17528 Van Koran Ave.Irving,CA 92614 949-9]bg588 b w DC 315 applied over Spray Polyurethane Foam (SPF), If a coating has not passed a full scale test on a manufacturer's foam It is an Alternative Barrier System in "Section 2603.9 cannot he of r}n there are no exceptions in the IBC Code! Special Approval" as a thermal barrier.To be approved Building Cade Fire Performance Requirements for SPF: y as an Alternative Barrier System, DC 315 is applied over The International Buildo,-Cade(IBC).mandates that SPF be separated S6 l a manufacturer's SPF and tested to the criteria of an from the interior of the building by a 15 minute thermal barrier,or other I I NFPA 286, UL 1715, UL 1040, or FM 4880 for duration approved covering, fw315.Passed restifed NFPA 286 and UL 1715[es[ of 15 minutes by an accredited fire testing facility. I Products that pass an ignition barrier tested under A[ over a variety of open and closed cell spray applied urethane foams that 3]] Appendix % are not appropriate alternative thermal barriersAC were conducted by ISA certified testing facilities. All tests performed and cannot be used. Depending on your particular application, comply with the requirements of ;20fi IBC Section 803.2.1 & d Se IBC Section 803.1.2,and Section Approvals 20 r Th Section 803.1.2 and Section either ignition or thermal barriers are required by the International 2603.10 under "Special Approvals far Thermal Barriers over Foam Building Code (IBC). Plastics". DC315 is WHI marked and certifed via 3'° party inspection ns ection for quality assurance and consistency. Flnish Flat Alternative 15 min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF Color IceGrey with a Thermal Barrier Protective Covering) The assembly must remain in place for 15 minutes during specked large- V.O.C. 7g/L scale fire tests,such as NFPA 286,UL 1715,UL 1040,or FM 4880. Solids By Volume 7% Alternative Ignition Barrier Assemblies DC 315 meets the requirements for ignition barrier per AC 377,Appendix X Specific Gravity .a0a/-0.05 &/c< Application Equipment DryingTime D77F 650%R.H.-To touch 1-2 hours, to DC 315 can be applied by brush,roller or airless sprayer. coat if required 2 to 4 hours For maximum yield and coverage spray application is recommended. Flash Point None Sprayers: Reducing or Cleaning ate, Pu in IF: if raco)UhreMax695orequivalent PSI: 3000 Shelf Life year from date of manufacture in unopened entainers and stored at 10'C to 27-C(SPF to GPM: 1.00 0°F) Tip: 517-521 er equivalent. S Gal.contsinerWeight 811 Filter: 30 mesh,removal of filter is recommend from gun and I chin Advantages of Using DC3155PF Hose: 3/8"diameter airless spray line for the first 1f10'from pump and A"x 3'who • DC 31515 the only 3`°party,inspected fire protective coating for SPF Pump: (G race)TexSpray Mark S or et ulWent • Marked and Listed by Warnock Herery Intertek W/N 20947 PSI: 3300 • Single coat coWrage reducing labor and material costs equaling GPM: 1.35 higher profts Tip: 517-523 or equivalent. • Industry leading spread rate • Passed CAL 1350-safe for use in schools and high occupancy Filter: 30 mesh, removal of fiber is recommend from gun and buildings machine • Passed Strict EPA-V.O.C.and AQMDaIr emission requirements(for Hose: 3/8"diameter airless spray line for the not 100'from pump all 50 states) and Wx 3'whip • Approved for Incidental Food Contact complies with NSF/ANSI-51 Pump: (Grace)GMAX 7900 or equivalent requirements of USDA • Easily applied with a sprayer,roller,or brush with no complicatedPSI: 3300 mixing GPM: 2.2 • 1War shelf life Tip: 517-529 or equivalent. • Fast and easy clean-up,with no waste and fast turna round time Filter: 30 mesh,removal of filter Is recommend from gun and • Compatible with any paintable construction material machine • Meets Crfe Safety Code 301 Hose: 3/8"diameter airless spray line for the first 100' 300' from • Meets LEED's point requirements pump and%-x 3'whip • No formaldehyde Pump: (Grace)GH 833 orequivalent DC 315 is the most tested and approved product in the world for use as PSI: 4000 an,•ARernative Thermal Barter Coating System"ever 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 wwwoainttoarotect com to obtain a cuirerd matrix machine of all the manufacturer's foams DC 315 has been tested and approved as Hose: 3/8"diameter airless spray line for the first 100'-30d from Thermal or Ignition barriers in compliance with current IBC codes, pump and%"x 3'whip 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 flash coated with a understand the M.S.D.S. In case of emergency contact CHEMTREC light 3-4 mils Wet Film Thickness(WET)of DC 315 and allowed to dry EMERGENCY NUMBER at 800.4249300. before applying the full application. Flash coating is a quick burst of primer or DC 315,via airless sprayer over an area needing treatment. We WARNING:Do not allow productto freeze.Store above 10-C(50-F)at all also recommend flash coati ng a round al l pipes and air ducts. times. Product 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, IFTI's best practices, installer must obtain all current installation hands and other exposed areas. documents and complete a daily 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.oalnttourotectcom or by railing lRl at 949.975.8588 exposed skin area as possible with appropriate clothing. Material Preparation RESPIRATORY PROTECTION is MANDATORYI DC315 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 W 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 15 APPLIED OR THE APPLICATION OF REPLACEMENT a ventilation guide prior to commencing installation.Ideal conditions are PRODUCT, (2) ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. OTHER 16'C-32-C(62-F to 90°F)and a maximum of 65%Relative Humidity. LIMITATIONS APPLY.For the complete terms of the limbed warranty,go to www.winttoorotect.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 to 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 Karmen Avenue, Irvine, CA 92614 or email Customer Service at changes per hour. Prior to starting a job please be sure to download a otoiPoainttomotectcom complete current ventilation guide at www.painttoprotect.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 dally work report.Documents can be downloaded at hup://www.painftoprWect.com or call IFTI at 949.975.8588 afv R International Fireproof92614 Technology, Inc. OFFICE COPY Pay I17528 nterna Karmetion Ave.Iry 92614 Paint TO Protect TM 949-975-8588 DC 315 applied over Spray Polyurethane FoamSPF), ( It n coating has not passed ;full sale test c a manufacturer's foam it �Ia u an Alternative Barrier System a "Section 2603.9 cannot be used an that/oam;there are no exceptions in the IBC Cotlel Special Approval"as a thermal barrier. To be approved as an Alternative Barrier System, DC 315 is applied over Building Code Fire Performance Requirements for SPF: la amanuf cturees SPF and tested to the criteria of an The International Building Code (IBQ mandates that SPF be separated NFPA 286, UL 1715, UL 1040, or FM 4880 for duration from the interior of the building by a 15 minute thermal barrier,or other of 15 minutes by an accredited fire testing facilityapproved covering. DC 315 passed certified NFPA 286 and UL 1715 test Products that pass an Ignition barrier tested under AC over a variety of open and closed cell spray applied urethane foams that 377 Appendix X are not appropriate aRernail. thermal harriers were conducted by ISA certified testing facilities. All tests performed and cannot be used. Depending on your particular application, comply with the requirements of 2006 IBC Section 803.2.1 & 2009 IBC either ignition or thermal barriers are required by the International Section 803.1.2,and Stolon 2603.9;2012 IBC Section 803.1.2 and Section Building Code (IBC). 2603.10 under "Special Approvals for Thermal Barriers over Foam Plastics". DC315 is WHI marked and certified via 3'"party inspection for quality assurance and consistency. Finish let Alternative 15 min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF Color ce Grey with a Thermal Ba mer ProtedimCovering) The assembly must remain in place for 15 minutes during specified large- V.o.t. 7911- scale fire tests,such as NFPA 286,UL 1715,UL 1040,or FM 4880. Solids By Volume 7% Alternative Ignition Barrier Assemblies DC 315 meets the requirements spedB<Grauity 1.30+/-0.05 g/¢ for ignition barrier per AC 37],Appendix% Application Equipment Dryingrme 777&50% R.H.—To touch I—2 hours, to DC 315 can be applied by brush,roller or airless sprayer. coat if required 2 to 4 hours For maximum yield and coverage spray application is recommended. Flesh Paint one Sprayers: Reducing or Cleaning ater Flumr: (Genco)URraMax 695 or equivalent Shelf Life 1 year from tint.of manufacture in unopened 3000 ontainers and stored at 10-C to 27-C(WF to 1.00 0-F) 517-521 or equivalent. S Gal.Container WeigM1t .lbs. 30 mesh,removal of filter is recommend from gun and machine Advantages of Using DC315 SPF 3/8"diameter airless spray line for the first 100'from pump and%"x 3'whm • DC 31515 the only 3r°party inspected fire protective coating for SPF Pump: (Graco)TexSpra Marks orequlvalent • Marked and Used by Warnock HeresybulletsW/N 2094] PSI: 3300 Single coat Coverage reducing labor and material costs equaling higherprofits GPM: 1.35 • Industry leading spread rate Tip: 51]-523 orequlvalent. • Passed CAL 1350-safe for use in schools and high occupancy Filter: 30 mesh,removal of filter is recommend from gun and buildings machine • Passed strictEPA—V.O.C.and ADMD air emission requirements(for Hose: 3/8"diameter airless spray line forth.first loo'from pump all 50 states) and%"x 3'whip • Approved for Incidental Food Contact cmpfes with NSF/ANSI-51 requirements of USDA aPump: Graco)G MAX 7900 or equivalent • Easily applied with a sprayer,roller,or brush with no complicated 300 mixing .2 • 1year shelf life 17-529 ore ulvalent. • Fast and easy clean-up,with no waste and fast turnarou nd time 0 mesh,removal of filter is recommend from gun and • Compatible with any painable construction material in • Meets Life Safety Code 101 • Meets LEED's point requirements /8"diameter airless spray line for the first 100'300' from • No formaldehyde ump and X"x 3'whip raco)GH 833 ore ulvalentDC 315 is the most tested and approved product in the world for use as : 4000 an,"Alternative Thermal Barrier Coating System"over Spray Polyurethane Foam(SPF). GPM: 4.0 Tip: 517-529 or equivalent. Visit us at our website www ' tt [ cr to obtain a current matrix Filter: 30 mesh,removal of filter is recommend from gun and of all the manufacturers foams DC 315 has been tested and approved as in Thermal or Ignition barriers in compliance with current IBC codes. Hose: 3/8"diameter airless spray line forth.first 100'-300' from pump and%"x 3'whip 7 1. 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 flash coated with a understand the M.S.D.S. In case of emergency contact CHEMTREC light 3-4 mils Wet Film Thickness(WET)of DC 315 and allowed to dry EMERGENCY NUMBER at 800424-9300. before applying the full application. Flash coating is a quick burst of a - primer orDC315,via airless sprayer over an area needing treatment. We WARNING:Do not allow product to freeze.Store above IWC(507)at all also recommend flash coati ng around all pipes and air ducts.OFFICE COW Product Application r 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, IFTI's best practices, installer must obtain all current installation hands and other exposed areas, documents and complete a daily 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 IM within 30 days of project completion. Installation Safety glasses,gaggles,ora 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.oainttoorotectcom or by calling IFTI at 949.975.8588 exposed skin area as possible with appropriate clothing. Material Preparation RESPIRATORY PROTECTION is MANDATORYI DC315 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 Limped 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 lithe 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 I6°C-326C(627 to 90'F)and a maximum of 65%Relative Humidity. LIMITATIONS APPLY.For the complete terms of the limited warranty,go to www.oainttoorotectcom. 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 to 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 Kansan Avenue, Irvine, CA 92614 or email Customer Service at changes per hour. Prior to starting a job please be sure to download a ptn0painttoorotectcom complete current ventilation guide at www.painttoprotect.com Rev:11/16/201412:43 PM Current application documents must be on the jab site at all times product is being applied.This includes application guide,ventilation guide and daily work report.Documents can be downloaded at http://www.painUoprotect.com or call IFTI at 949.975.8588 I lz�? SERVICE Most Widely Accepted and Trusted IMES Evaluation Report ESR-3375 OFFICE COPY Reissued August 2014 This report is subject to renewal August 2016. www.icc-es.org 1 (800)423-6587 1 (562) 699-OM A Subsidiary of the Intemational Code Counahe DIVISION:07 00 00—THERMAL AND MOISTURE pcf. The insulation's liquid components are supplied in PROTECTION nominally 55-gallon drums, labeled as "A" component or Section:072100—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(32°C). SES FOAM 3.2 Surface-burning Characteristics: 4008 LOUETTA ROAD,#538 '� F F a ) R 2017 At a maximum thickness 0 f i4 inches (10 mm) and a SPRING,TEXAS 77388-4405 density (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 111/2 inches (292 mm) for wall EVALUATION SUBJECT: cavities and ceiling cavities are recognized based on room comer fire testing in accordance with NFPA 286, when SES FOAM 0.5 Ib SPRAY:SPRAY-APPLIED the insulation is covered with a minimum 1/rinch-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 Code®(IBC) temperature of 75°F(24`C)as shown in Table 1. ■ 2012 and 2009 International Residential Codes(IRC) 3.4 Air Permeability: is 2012 and 2009 International Energy Conservation The insulation, at a minimum thickness of 3 inches Code®(IECC) (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: is Physical properties (R-values) SES Foam 0.5 Ispray insulation must be installed in ■ Thermal resistance t ( accordance with the manufacturers published installation • Attic and crawl space installation instructions and this report. A copy of the manufacturer's • Air permeability published installation instructions must be available at all Pe y times on the lobsite 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 wall 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 3.4. electrical outlet or junction boxes or in concoct with water 3.0 DESCRIPTION (e.g., min, 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-£SEwlmnw Re nxaren ft;oMmvlmeQurgxesen;;n8 anhenv or o,ryaUer otMDuree rw,ePxfhwllYomxueq rwrvre fhry b t u 1u ,ea„ewoe.,,,er,e frne,.eirer ree eevon o.a,en, „me,w,>o,.r:ane.mere e.owano„n ar¢rE�lwuo„serere,uc,ew„o,;mpe4 0= rPwmo.orner i„omema;,aan.o.o:roa�rvoere1"„.,ree ar me acv. Micat ==,=cc Copyright 0"14 Paae 1 of 3 ESR-3375 I Most Widely Accepted and Tiusfed Page 2of3 4.3 Thermal Barrier: 5.0 CONDITIONS OF USE SES Foam 0.5 Ib spray insulation must be separated from The SES Foam 0.5 It, spray polyurethane foam plastic the interior of the building by an approved thermal barrier insulation described in this report complies with, or is a of r/r-inch-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 2603.4 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 manufacturefs published installation instructions, 4.4 Attics 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 Ib spray is installed within atfics and report governs. crawl spaces, where entry is made only for service of 6.2 The insulation must be separated from rite interior of the utilities, an ignition barrier must be installed in accordance building by an approved 15-minute thermal barrier, as with IBC Section 2803.4.1.8 or IRC Section R3 must16 5 a described in Section 4.3. Installation in an attic or R consistent as applicable. The ignition barrier must b f 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 It, 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 4.4.2 Application without a Prescriptive Ignition by SES Foam. Barrier: 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 unifies, 5.7 Jobshe 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 St. Louis, Missouri, under a quality control program with inspections by ICC-ES. tl) Attic ventilation is provided when required by IBC 6.0 EVIDENCE SUBMITTED Section 1203.2 or IRC Section 8806, 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 R806.5 or Criteria for Spray-applied Foam Plastic Insulation 2009 IRC Section R806.4. 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 corner fire testing in accordance with e) Combustion air is provided In accordance with NFPA286. International Mechanical Codes Section 701. 6.3 Report of air permeance 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 foam plastic insulation are identified with the as described in this section. The thickness of the foam manufacturers name (SES Foam) and address; the date plastic applied to the underside of the top of the space of manufacture or the lot number; the product trade name must not exceed 12 inches(305 surfaces The thickness of the (SES Foam 0.5 Ib);the mixing instructions;the density;the 11%foam plastic applied to vertical surfaces must not exceed name-spread and smoke-developed indices; and the withinches vera g or The foam plastic may be installed be evaluation report number(ESR-3375). without a covering or coating. The insulation may be installed in unvented attics in accordance with 2012 IRC 8.0 OTHER CODES Section R806.5 (2009 IRC Section R606.4). The ignition In addition to the codes referenced in Section 1.0, the barrier in accordance with IBC Section 2603.4.1.6 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 It, spray a 2006 International Building Codes(2006 IBC) insulation may be installed exposed at a maximum s 2006 International Residential Codes 200618C) thickness of 11% inches (292 mm) between joists in attic floors. The ignition barrier in accordance with IBC Section s 2006 and 2003 International Energy Conservation 2603.4.1.6 or IRC Section R316.5.3 may be omitted. The Codes(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 3 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 20061ECC. revisions as noted below: • Protection against Termites: See Section 5.6, except ■ Application with a Prescriptive Thermal Barrier: See 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 20061 RC. 20061RC. • Jobsite Certification and Labeling: See Section 5.7, ■ Application with a Prescriptive Ignition Barrier: Sea except jobsite certification and labeling must comply Section 4.4.1, except an ignition barriermust be with Sections 102.1.1 and 102.1.1.1, as applicable, of installed in accordance with Section R314.5.3 or the 20061ECC. 8314.5.4 of the 2006 IRC. • Application without a Prescriptive Ignition Barter: See Section 4.4.2, except that combustion air is TABLE 1—THERMAL RESISTANCE(R-VALUES'') THICKNESS(inches) R-VALUE(°F.le.WBtu) 1 4.0 2 7.6 3 11 3.5 13 4 15 5 19 6 22 7 26 B 30 9 33 10 37 11 41 12 44 For 31:1 inch=25.4 mm,I-F-fe-In Btu=0.176110K.m'MJ. 'R-values are calculated lined on tested Kvalues at 1-and 3.6-Inch thicknesses. 'R-values greater than 10 are rounded to the nearest whole number. T ICC EVALUATION At:L-? 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.icccs.orQi 1 800-423-6587 1 (562)699-0643 A Subsidiary of the International Code Councils DIVISION:070000—THERMAL AND MOISTURE high-pressure, plural component SPF application PROTECTION equipment The bio-based content is as set forth in Table 1 Section:072100—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 0.5 Re Foam S Polyurethane Foam Plastic Insulation SPRING,TEXAS 77388-4405 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 SES FOAM 0.5 Ib SPRAY POLYURETHANE FOAM report provides a matrix of areas of evaluation and PLASTIC INSULATION corresponding limitations and/or additional project-specific 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 items noted as"Eligible for Points"in the following codes and standards: Tables 2 through 5 rests with the user of this report, and ICC those items are subject to the conditions noted.The user is • 2012 Intemational Green Construction Codi (9 ) advised of the pmject-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 ■ 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 "Verified Attributes,' is based upon submission of documentation SES Foam 0.5 It, Foam 5 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, Poor/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 606.1;ANSI/GBI-01 Section 10.1.2.2.) more information on uses and applications. 8.0 IDENTIFICATION 3.0 DESCRIPTION Containers of SES Foam 0.5 Ib Foam S Polyurethane SES Foam 0.5 Ib spiny-applied polyurethane foam plastic Foam Plastic Insulation are identified by a label bearing the insulation is a two-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/fl'. The foam is sprayed in place using Environmental Report number(VAR-1030). *Corrected May 2014 tiC-fS Veelfinebn afAtlndmu/hgru orc Larvad uMerlhe/CC-ES VAR fnWmnmenml I.,—ove,epxe art ndlo be eaumreQmreprtaenngauWenum,aMr anrlbler �4,eror are el yrobe—,—ivan eMarxwenl afdrnb/en oJrbe ICC E.W11n&....LLC eap-1-11,14umonyfi• ,oroWermmlee m lhb report oras to aayl�—w hl lM rtpvr Copyright 02014 Page 1 of 2 VAR-1030 I Most<Mdely Accepted and Trusted Page 2 of 2 TABLE 1—BIO-BASED MATERIAL CONTENT SUMMARY PRODUCTNAME %MEAN SIO�BASEDCONTENT METHODOF DETERMINATION SES Foe.0.5 lb Spray Polyurethane Foam Plastic Insulation 17%(-1-3%)' ASTM 08888 Note: 'Based!on precision and bias cited in ASTM[38888. TABLES 2 THROUGH Section Possible Number Sec0on intent POlnts Conditions Of Use To Coldly For Points Finding TABLE 2—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2012 INTERNATIONAL GREEN CONSTRUCTION CODE Blo-based materials shall be those materials that comply wth one or more of the follovring: 505.2.4 Bio-0ased content N/A 3.The requirements of USDA 7CFR Part 2902. Nate:USDA T CFR Pan 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 It,Spray exceeds this minimum. TABLE 3-SUMMARY OF AREA OF ELIGIBILITY WITH THE 2009 ASHRAE STANDARD 189.1 A mmmum of 5%of building materials used,based on cost,shall be biobased protlucts. Biobased products shall comply wtih the minimum biobased conterds of the USDA's Designation of Biobased Items for Federal Procurement 17 CFR Pan 2902],contain the 9.4.1.3 Biobased products N/A USDA Certified Biobased Product label,or be composed of solid wood,engineered wood,bamboo,wool,cation,con,,agricultural fibers,or other biobased materials wtlh at least 50%biobased content. Note:USDA 7 CFR Part 2902§2907.1]sets a minimum bio-based consent of 7%(10% +1-3%).SES Foam 0.5 lb Spray exceeds this minimum. TABLE"UMMARY OF AREA OF ELIGIBILITY WITH THE 2008 NATIONAL GREEN BUILDING STANDARD(ICC T00) F following biobased products are used: products with the minimum biobased contents of the USDA 7 CFR Pan 2902 808.1 Biobased products 3 ther biobased materials with a minimum of 50 percent biobased content @y weight 8mm, olume) e:USDA 7 CFR Pan 2902§2907.17 sets a minimum bio-base3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 5—SUMMARY OF AREA OF ELIGIBILITY WITH THE ANSI/GBI-01 (2010)STANDARD Bio-based products accounted for 1%or more of Ne materials used in Me 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 101 2 2 Materials content- 1 Cost or weight must be used consistently Assemblies 7max For USDA esignated products,products meeting or exceeding USDA's bio-based content,criteria or qualifying as USDA"BioPref oned"were used. Note:USDA T CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +1-3%).SES Foam O.5 M Spray exceeds this minimum. =Verified atiribule ICC EVALUATION SERVICE Most Widely Accepted and Trusted i ICC-ES Evaluation Report ESR-3375 Seal and Insulate with ENERGY STAR®Supplement Reissued August 2014 This report is subject to renewal August 2016. wwivAcc-es.orn 1 (600)423-6587 1 (562)699-0543 A Subsidiary of the International Code Councils DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section:07 21 00—Thermal Insulation REPORT HOLDER: SES FOAM 4008 LOUETTA ROAD,9538 SPRING,TEXAS 77388-4405 (713)238-4252 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 1.0 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 aro' Testing Requirements for 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 to and are applicable to the subject of this report. 3.1 General Definitions: Insulation: Any material mainly used to slaw down heat flow. It may be mineral or organic, fibrous, cellular, or reflective (aluminum foil). It may be in rigid semirigid,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 point of installation through a chemical reaction. Foamed materials include,but are not limited to polyurethane,polyisocyanurate,phenolic,and cementitious insulation. 3.3 Insulation Performance Definitions: R-value:The inverse of the time rale of heat now through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces, antler steady state conditions, per unit area. For the purposes of the Seal and Insulate with ENERGY STAR'program,Imperial units will only be accepted f(h-ft"F)/Btul. ICC-ESEva bW lte{nrf tlo w yw rallibu =,,pxiarai[yadE ..rwram MywbeElm ronsrruM dwsmuenfdfM subjMdNes'epvrt orarerormceMalion fw In use.TAere/s,w warranryby lCC Ereluatian Sxsica.LlG,urpraff dYopllM,as wanyAMlrgordMrma inffibm .orwwanyproMCtms by Ne rt. Copynght o 2014 Page 7&6 ESR-3376 I Most Widely Accepted and Trusted Page 2 of 6 Smoke-Development Index:The characteristic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. Flame-Spread 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. 3.6 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.When 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 manufacturer's installation instructions,which state the following: 'E. RE-ENTRY SES Foam 0.5 Ib Spray reacts and cures within secends of application. Reentry 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 concurrently with the master report, reissued August 2014. ESR-3375 I Most IMdely Accepted and Trusted Page 3 of 6 °00000°°oo°°oo 000 op9000O°opO ° °oo 0000 o°000000°000000 a°o°eapO°°000O 000°ucoO°oo°nc o°ouo 000 00 oo oa°O ° °000 oa o°uco°o oacoo o°000 ou o °0000 0 op Oo°oo oo^000°o bnNria Paviboh °o°000° °000000 000°o°°oo° 000000°o IrnedorhsheeeSurface ) oop O000 (12inM 5heetr°ck) ° CD p�0 pO °000000uo SES Foam 0516 Spray 000000° o ° 000000° Exterior SheetlJng ° 00 oo°peoo o° 0000 SESFOAM0.5LBSPRAY ABOVE GMOEWNLMSUIhIBON SESost ortelz ESR-3375 I Most Widely Accepted and Trusted Page 4 of 6 Masonry Block . ......... (Typical) k � ...... Interior Finish Surface (1/24nch Sheetrock) 2'x 4*Studs SES Foam 0.516 Spray SES FOAM 0.5 LB SPRAY ='�,,,DEWALL INSULATION SES 0.2 071812 enorlade,fWain Settle Wprovide air space between insulation and roof Thermal dl Barrlei (in required by local code) SES Foam 0.5 lb Spray Vented Soffit here attic entry is for the SES Foam 0.516 Spray arilice of utilities only,thermal and igniton barrier on the attic side of the spiry foam surface may be emitted SES FOAM 0.5 LB SPRAY VENTED AIIQ;FLOOR SOFFIT SES 0S3 ESR-3375 I Most Widely Accepted and Trusted Page 5 of 6 SubBoor gsg SES Foam 0.51b Spray W.Header !e`pp`;...a...... s gg Sill \ Joist Floor Cross Section \ Thermal BanieP Exterior Gr de (as required by local code) B'Min Footers Vapor Barrier :;• �.�^/j�///\\//\\// 'Where crawlspaceentry isfor the \\ \\ \\ service of utilities only,Mermal _'�:=:`• •'/ /// /// and Igniiton barrier on the ciewlspace side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY CMWLSPACE:VENTED SES O6 071812 Sub0oor Header Sill Joist Thermal Berner' (as required by Eldemor local code) SES Foam 0.51b Spray T FOMer�` 6"Mmn Vapor B mer 'Where crawlspace entry is for the service of utilises only,thermal and igniton barrier on Me crawlspace side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY CMWLSPACE:UNVENTEO SES 053 071812 ESR-3375 I Most Widely Accepted and Trusted Page 6 of 6 Note.In wltl climates,amoral metal wnnentor plates in spray kem to pmrem»smerfime wmeruaean. SES Foam 0.5 to Spray Roof Sheathing Truax Top Cam I Raga Thermal Beller' (as required by local code) Nola Lo®I building w e may require the use of a vapor res rder 'n tad member masts. Ceiling/Thermal Barna NlMre aft entry n lar Use m required by kcal building code. wr.;te of rtia..anb.mama and groan beater an the amt .He of de spiry faem eurkce maybe omitted. SES FOAM 0.5 LB SPRAY UNVENTED ATTIC/INSULATED RMF DECK SES 058 071812 0 0 SES Form DS Its Spray 00 00000 kepadfiW thl,leess. 00 O 000 Roof Sheathing O0000 000000 0000 0 000 0 Tbamal B Rafter requiretl by came, O O Mon The local building code may require the installation of a vapor bama in told Nimate SES FOAM 0.5 LB SPRAY CATHEDBALCElL1NG SES 05-7 071912 OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVER3873 Builder Name: Riverside Homes Street 1781 Atlantic Beach Drive Permit Office: City of Atlantic Beach City,Slate,Zip: Atlantic Beach,FL, Permit Number: Owner: Birkea Residence 'Onsdictiom 261100 Design Location: FL,Jadsanville County:'. Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(38820 sgfl.) Insulation Area 2. Single family or multiple family Single-family a' m32 Frae-Wood,Exterior R=19.0 57.00 ft b.Frame-Wood,Missend R=19.0 290.00 ft 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=13.0 135.00 IF 4. Number of Bedrooms 4 d.WA R- fl' 5. Is this a worst case? No 10.Ceiling Types (2916.3 sqR) Insulation Area a.Roof Deck(Unvented) R=22.0 2774.00 R B. Conditioned floor area above grade(fl2) 3873 b.Knee Well(Unversed) R=19.0 142.30 fl• Conditioned floor area below grade(R) 0 c.NIA R= w 11.Ducts R IF 7. Vdndows(710.3 sgft.) Descrption Area a.Sup:Attic,Ret:Attic,AH:Able 6 387.3 a. U-Factor: Chi.U=0.35 710.25 IF b.Sup: Atlia,Rel:Attic,AH:Attic 6 387.3 SHGC: SHGC=0.22 b. U-Factor N/A M 12.Cooling systems kBtulhr Efficiency SHGC: a.Central Unit 42.0 SEER 14.00 b.Central Unit 30.0 SEER: 401) c. U-Fahr: N/A fl SHGC: 13.Heating systems kBtu hr Efficiency d. U-Fador: N/A fta.Electric Heat Pump 42.0 HSPF:8.20 SHGC: b.Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average Overhang Depth: 6.781 fl. - Area Weighted Average SHGC: 0.220 14.Hot water systems 8. Floor Types (3873.0 sgft.) Insulation Area a.Natural Gas Tankless Cap:1 gallons EF:0.860 a.Slab-On-Gentle Edge Insulation R=0.0 2432.00 IF b. Conservation features b.Floor Over Other Space R=0.0 1099.00 ft None c.other(see details) R= 342.00 fty 15.Credits Pstat Glass/FloorArea: 0.183 Total Proposed Modified Loads: 93.61 PASS�� Total Baseline Loads: 98.57 PA I hereby certify that the plans and specifications covered by Review of the plans and OFTitE STgTF this calculation are in compliance with the Florida Energy specifications covered by this �• e - , O� Code. DOUglaS R. °i, Iy"°"<"brq""s"`"'°' calculation indicates compliance y'° ,,, '�>`,. ore<.mwya:asimH,<=us, with the Florida Energy Code. tion„ '-•C:i i!i;;,�'„ O PREPARED BY: Stick °=P°`�°`ocoios mo0. Before construction is completed M DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building,as designed, is in compliance Florida Statutes. with the Florida Energyyc.CC/,ppdde. /M COD yyETRJ OWNERIAGENT: Tl<n�n,V 1� BUILDING OFFICIAL: / " DATE: T' DATE: - Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factoryaealed 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. 1/11/20179:08 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Pagel of FORM R405-2014 PROJECT Title: RIVER3873 Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned!Area: 3873 Lot# 38 Owner: Birked Residence Total Stones: 2 BloclNSubDiytslon: Atlantic Bch CC #of UnHs: 1 Worst Case'. No PlatBook: Builder Name: Rlverside Homes Rotate Angle'. 0 Street: 1781 Atlantic Beach On Permit Office: City of Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp IM Design Temp Hearing Design Daily Temp V Design Location TMY Site Zane 97.5% 2.5% Vader Summer Degree Days Moisture Range FL,JacksonNlle FL_JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Rlockl 2432 24320 2 Block2 1441 12969 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Inti/ID Finished Cooled Heated 1 let Floor 2432 24320 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 1441 12969 No 3 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpal 1 SlabOn-Grade Edge Insulatio 1st Floor 233.3 It 0 2432 R — 0.8 0 0.2 2 Floor Over Other Space 2rM Floor -_ — 1099 IF 0 0.15 0.05 0.8 3 Raised Floor 2iM Floor 102 ft' 19 0 0 1 4Floorover Garage 2nd Floor _— — 2,40 It' 19 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pach V # Type Materials Area Area Cola Absor. Tested Tested /rain. (deg) 1 Hip Metal 3213 fl' 0ft2 Medium 0.6 No 0.4 No 22 30.3 ATTIC V # Type Venglation Vent Ratio(1 in) Area RBS IRCC 1 Full aftic Unvented 0 2774 M N N Ill 112017 9:08 AM EnegyGaugeW USA-FlaRes2014 Section R405 4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Umented) 1 a Floor 0 Blovm 1333W 0.11 Wood 2 Under Altic(Unvented) 2nd Floor 0 Blown 1441 ft2 0.11 Wood 3 Knee Wall(Unwed) 2nd Floor 19 Blown 142.3 IF 0.11 Mad WALLS Adjacent Space Cavity N/dth Height Sheathing Framing Solar Below 1 E Exterior Frame-Wootl tat Floor 19 25 3 10 252.58 0.23 0.75 0 _ 2 S Exterior Frame-Wood tat Floor 19 10 10 100.0 to 0.23 0.75 0 3 S Exterior Frame-Wood tat Floor 19 7 3 10 72.58' 0.23 0.75 0 4 E Extenor Frame-Wootl tat Floor 19 10 9 10 107.5 IF 0.23 0.75 0 5 S Exterior Frame-Wootl tat Floor 19 3 3 10 32.58 0.23 0.75 0 8 E Exterior Frame-Wootl tat Floor 19 22 9 10 227.5 ft' 0.23 0.75 0 7 S Exterior Frame-Wood list Floor 19 37 3 10 372.58' 0.23 0.75 0 8 W Exterior From-Wood tat Floor 19 32 9 10 327S ft2 0.23 0.75 0 _ 9 W Garage Frame-Wood tat Floor 19 29 10 290.0 ft' 0.23 0.01 0 10 W Garage Frame-Wood tat Floor 13 13 6 10 135.0 ft' 0.23 0.01 0 _11 N Exterior Frame-Wood! tat Floor 19 41 6 10 415.0 ft' 0.23 0.75 0 _12 E Exterior Frame-Wood! 2M Floor 19 21 3 9 191.3 ft2 0.23 0.75 0 _13 S Extenor From-Wootl 2nd Floor 19 9 3 9 83.3 ft 0.23 0.75 0 14 E Exterior Frame-Wootl 2M Floor 19 10 9 9 96.8ft 0.23 0J5 0 15 S Exterior Frame-Wootl 2M Floor 19 31 3 9 281.38' 0.23 0J5 0 16 W Exterior Frame-Wootl 2M Floor 19 18 6 9 166.58' 0.23 0.75 0 17 N Exterior Frame-Wootl 2nd Floor 19 1 9 9.08' 0.23 0.75 0 18 W Exterior Frame-Wootl 2M Floor 19 13 6 9 121.58' 0.23 0.75 0 19 N Exterior Frame-Wootl 2nd!Floor 19 50 a 400.08' 023 0.75 0 DOORS # Omt Door Type Space Stones U-Value Width Height Area Ft In Ft In 1 W Insulated tat Floor None .46 3 8 24ft 2 W Insulated tat Floor None .46 3 8 24 ft2 WINDOWS Orientation shown is the entered.Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SI-IGC Area Depth Separation Ind Shade Screening 1 E i Vinyl Low-E Double Yes 0.35 0.22 8.882 1it8 in 180 in Drapes/blinds None 2 E 1 Vinyl Low-E Double Yes 0.35 0.22 M.0 ft' 1 ft 8 in 1 ft 0 in DrapesNlirMa None _ 3 S 2 Vinyl Low-E Double Yes 0.35 0.22 18.08' t It 8 in 1 It 01n Drepeemlinds None _ 4 S 3 Vinyl Low-E Double Yea 0.% 0.22 20.01P 34 It 0 in i It 0 in DrapeiVblintls None 5 E 4 Vinyl Low-E Double Yes 0.35 0.22 30.0 R 8 it 11 in 1 80 in Drapealbllnds None B S 5 Vinyl Low-E Double Yes 0.35 0.22 8.08' 188 in 1801n Drapeslblinds None 7 E 6 Vinyl Low-E Double Yes 0.35 0.22 128.0 11 12 ft 4 I 1 ft 0 in Drapeslblinds None 8 S 7 Vinyl Low-E Double Yes 0.35 0.22 30.0 ft? 1 88 in 1 It 0 in Drapeslblintls None 1111120179:08 AM EnergyGaugel)USA-FlaRes2014 Section R4054.1 Compliant SoBware Page 3 o15 FORM R405-2014 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V If Chit ID Frame Pares NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 9 S 7 MnN Low-E Double Yes 0.35 0.22 36.0 it' 1 R 8 in 1 It 0 in Drapes/blinds None 10 W 8 VInN Low-E Double Yes 0.35 0.22 72.0 ft' 10 It 4 in 1 1110 in Dmpeslblinds None 11 W 8 Vinyl Low-E Double Yes 0.35 0.22 16.0 IF 10 ft in ift0 in DrapesrDlinds None _ 12 N 11 Vinyl Low-E Double Yes 0.35 0.22 8.8 ft2 11118 in 1 ft 0 in DrapeI/blinds None 13 N 11 Vinyl Low-E Double Yes 035 0.22 35.0 IF 1 It 8 in 1 ft 0 in Drapes/blinds None 14 E 12 Vinyl Low-E Double Yes 0.35 0.22 80.011' 9 ft 8 in 1 R 0 in Drapesrolinds None 15 S 13 Vinyl Low-E Double Yes 0.35 0.22 15.0 ft 11118 in 1 R 0 in Drapesrolinds None _ 16 E 14 Vinyl Lav-E Double Yea 0.35 0.22 30.0 R 1 It 8 in 1 It 0 in Drapeiablinds None 17 S 15 Vinyl Low-E Double Yes 0.35 0.22 15.0 M 1 It 8i 1 ft 0 in Drapestblinds None 18 W 16 Vinyl Low-E Double Yes 0.35 0.22 30.0 M 1 It 8I 1 fill Drapestblinds None 19 W 18 Vinyl Low-E Double Yes 0.35 0.22 7.0 ft' 1 It 8I 1 ft 0 in Drapes/blinds None 20 N 19 Vinyl Low-E Double Yes 0.35 0.22 60.0 M 1 It 8I 1 It 0 in Drapeslblinds None 21 N 19 Vinyl Low-E Double Yes 0.35 D.22 8.B ft' 1 it B In 1 It 0 in Drapeslblinds None GARAGE # Rw Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 828 IF 826 ft 83.2 it loft 1 INFILTRATION # Scope Method SLA CFM 50 EIA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000428 4350.4 238.83 449.18 .406 7 HEATING SYSTEM IF System Type Subtype Eficienq Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 42 kBtulhr 1 sys#1 2 Electric Heat Pump Split HSPF:8.2 30IrBtumr 2 sysl12 COOLING SYSTEM # System Type Subtype Efficiency_ Capacity Nr Him SHR Block Ducts 1 Central Unit Split SEER. 14 42 kBturhr 1260 cfm 0J5 1 stye#1 2 Central Unit SPIk SEER. 14 30 kBtu/hr 900 cfm 0J5 2 ys#2 HOT WATER SYSTEM # System Type SubType Location EF Gap Use SetPnt Conservation 1 Natural Gas Tininess Exterior 0.86 1gal 70gal 120deg None 1/11/2017 9'.08 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Mo#el# Collector Mo rel# Area Volume FEF None None w DUCTS / —Supply-- --Retum-- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool 1 Aftic 6 387.3 ft Adie 96.825 Default Leakage Attic (Default) (Default) 1 1 2 Aftic 6 387.3 ft Attic 98.825 Default Leakage Attic (Default) (Default) 2 2 TEMPERATURES ProgramableeD7ThermostattO1V r0O1 I Calling Fans: Jun Ir II Jul ID! I7 Od DD7 ID( Cooling Dec Heat H Janell [ 'Feb �(]Mar (l(�pr I ]May ��Jun [X]Jul [ �AugAA�ug ��Sep [X]O p(]Nov ` �Dec Thermostat Schetlule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(M) AM 76 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(AEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 fib 66 fib 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(INEH) AM 66 66 66 66 66 68 68 68 68 6868 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Ill 1QO17 9:08 AM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant So6ware Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerfor lance Index,the more efficient the home. 1781 Atlantic Beach Drive, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3257.00 fl It.Frame-Wood.Missend R=19.0 290.00 W 3. Number of units,if multiple family 1 c.Frame-Wood.Adjacent R=13.0 135.00 M 4. Number of Bedrooms 4 J.NIA R= M 5. Is This a worst case? No 10.Ceiling Types Insulation Area a.Roof Deck(Unven[erg R=22.0 2774.00 M 6. Conditioned floor area(flrl 3873 b.Knee Wall(Unveiled) R=19.0 142.30 fl 7. Windows" Description Area c.N/A R= W a. U-Fader. Dbl,U=0.35 710.25 ft' 11.Ducts R ft' a.Sup:A01c,Ret:Attic,AH:Attic 8 387.3 SHGC: SHGC=0.22 It.Sup: Aflic,Rel:Attic,AH:Attic 8 387.3 b. U-Factor NIA fl' SHGC: 12.Coaling systems kBtulhr Efficiency c. U-Fador: NIA R a.Central Unit 42.0 SEERA400 SHGC: It.Central Unit 30.0 SEER 14,00 d. U-Factor NIA fl 13.Heating systems kBtuda Efficiency SHGC: a.Electric Heat Pump 42.0 HSPF 8.20 Area weighted Average Overhang Depth: 8.781 fl. It.Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average SHGC: 0.220 8, Floor Types Insulation Area 14.Hol water systems Ca 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2432.00 IF e.Natural Gas p' EF:ON b.Floor Oyer Other Space R=0.0 1099.00 M b. Conservation features c.other(see ddails) R= 342.00 R None 15.Credits Past I certify that this home has Complied with the Florida Energy Efficiency Code for Building Foie STgp Construction through the above energy saving features which will be installed (or exceeded) yG = _ d•O in this home before final inspection. Otherwise, a new EPL Display Card will be Completed s.. based on installed Code Compliant features. " "'• 2 Builder Signature: Date: Address of New Home: � ,Cily/FL Zip: NL&o I OWE *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 111112017 9'.08 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Complaint Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 1781 Atlantic Beach Drive Permit Number: Atlantic 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 the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.908$Florida Stables[requires the EPL display card to be included as an addendum to each sales contract for both resold 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 R402.4.4. O 8402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sectors R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402A.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verity compliance. • R402A.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 vnlh a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Whom required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdrett and flue cambers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,it 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 waling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully clean. O 8402.4.2 Fireplaces. New woad-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. O 8402.4.3 Fenestration air leakage.Windows,skylights and sliding glass tloors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 1 and swinging doors no more than 0.5 can per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMAAVDMA/CSA 101 11.8.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built window,skylights and doors. O 84021 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 can(0.949 Us)when tested in accordance with ASTM E 283 at a 1.9 ps1(Z5 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk behveen the housing and the interior well or ceiling covering. ❑ R403.1.1 Thermostat provision(Mandatary). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Haat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shalt have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.2.2 Sealing(Mandator ll ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be consideretl ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.27.2 of the Commercial Provisions of this code and shall be shown to meet duct lightness criteria by postconabuction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of ane RESNET Standards by either an energy rater certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"subetemlally leak tree"by either of the following: 1. Postconstmction test: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 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Roughl test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otheralse 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 dm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testirg is not mandatory for buildings complying by Section R406 of this code. 1/11 Y201 7 9:08 AM EnergyGaul USA-FleRee2014 -Section 8405.4.1 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 duds or plenums. ❑ R903.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 10ST(41 C) or below 55T(13C)shall be insulated to a minimum of R3., 11403.3.1 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 hot-water circulating pump when the system Is not in use. ❑ R403.4.3 Heat traps(Mandatory} Storage water healers 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'h inches(89 mm)in the hat water distribution line and cold water line located as close as possible to the storage tank. ❑ 8403.4.4 Water heater efficiencies(Mandatory). O R403.4.4.1 Storage water healer temperature controls • 11403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment mom the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100T to 140T(380 to 600). • 14403A.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the powersuppled to electric service systems to be turned off.A separate valve shall be provided to Permit the energy supplied to the main burnar(s) of combustion types of service water heating systems to be turned off. O 8403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table 0404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment Installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shalt met the criteria Section 11403.4.4.2.1. 8403.4.4.2.1 Solar water heating systema. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested In accordance with ISO Standard 9806,Teat Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation wthin 45 degrees of true south. ❑ R403S Mxhaniml ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ 11403.6 Heating and cooling equipment(Mandatory). The fallowing sections are mandatory for cooling and heating equipment. O 8403.&t Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the Wilding.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total coaling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,Provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Coaling only equipment shall be selected so that its total capacity is not less than the calculated focal load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding Tatem capacity of the equipment shall not be less than the calculated latent load. 1/1120179:08 AM EmagyGaugeill,USA-FlaRes2014 -Section R405.4.1 Com Page 2 of FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 8403,6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total Capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower of in provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return ducl(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 lead but not less than 80 percent of that load. 2. When signed and sealed by a Fladda-registered engineer,In attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. O 8403.6.1.2 Heating equipment capacity 8403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total Cooling Capacity shall not be more than 1.15 times greater than the design coaling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel hearing equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric bumers shall not be less than the design load Calculated in accordance with Section R403.6.1. 0 8403.6.1.3 Extra Capacity required for spedal occasions. Residences requiring excess cooling or heating equipment capacity on an intennlftent 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 adding base load periods is utilized. 0 84037 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. p 8403.6 Srrow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55 F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40 T. O 8403.9 Swimming pools,Inground spas and pomade spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through 11403.9.3 and In accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9d Pool and spa heaters. All pool healers shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting ori the heater without adjusting the thermostat setting. R403.9.1.1 Gas and 01141red pool and spa hatters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.58. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report tram an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heal pumps are not required to meet this standard. 0 R403.9.2 Time switches. Time switches or other Control method that can automatically turn 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 required to operate solar-and waste-heat-recovery Pool heating systems. 3. Where pumps are powered exclusively from an-site renewable generation. O 11403.9.3 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 lass. Exception: Outdoor pools Carving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. O 118404.1 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 not be pebbled to utilize high-efficacy lamps. 0 R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights 0 8405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O 8405.2.1 Pe tormance ONLY. Ceilings shall have minimum insulation of R-19.Where single assearby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 111112017 9:08 AM EnergyGaugi USA-FlaRes2014 -Section R405.4.1 Com Page 3 of FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: RIVER3873 Builder Name: Riverside Homes Street: 1781 Atlantic Beach Dnve Permit Office: City of Atlantic Beach Cly,State,Zip: Atlantic Beach, FL, Permit Number: Omer: Birkett Residence Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air bamer 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-pemleable insulation shall not be used as a sealing material. Ceiling/attic The air banner in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners 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 lop or exterior walls shall be sealed. / Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barner. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim 'diets Rim joists are insulated and include an air barrier. ✓ Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. e (I Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or ✓ unwnditioned space shall be sealed. Namow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled / by insulation that on installation readily conforms to the available cavity ✓ Spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be / air tight, IC rated,and sealed to the drywall. ✓ Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in ✓ exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Showerttub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air / barrier installed separating them from the showers and tubs. 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 sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 1/11/2017 9:09 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: RIVER3873 + wrightsoft p p Date: 01111117 1st System By: DRS A/C Masters HVAC, Inc. H5 Tmw Rmd Suite#204,JecksmNMe.FL 33259 Phme:9]4-72TM5 Fw 8947224 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904-503-7055 Cooling Design Conditions Outdoor design DB: 93.0°F Sensible gain: 31470 Btuh Entering coil DB: 77.3°F Outdoor design WB:77.0°F Latent gain: 6727 Btuh Entering coil WB:63.7°F Indoor design DB: 75.0°F Total gain: 38196 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturers Performance Data atActual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB0420000A+FB4CNP042L Actual airflow: 1333 dim Sensible capacity: 28870 Btuh 92% of load Latent capacity: 8960 Btuh 133% of load Total capacity: 37830 Btuh 99% of load SHR: 76% Heating Equipment Design Conditions Outdoor design DB: 32.0°F Heat loss: 33702 Btuh Entering coil DB: 68.8°F Indoor design DB: 70.0°F Manufacturers Performance Data at Actual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB6420000A+FB4CNP042L Actual airflow: 1333 cfm Output capacity: 40000 Btuh 119% of load Capacity balance: 28 °F Supplemental heat required: 0 Btuh Ewnomic balance:-99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1333 cfm Output capacity: 9.4 kW 95%of load Temp. rise: 60 °F Meets are all requirements of ACCA Manual S. 2017Jem1108:25:52 + wrightsoft• RiBhtSUHe9UnM a,201717.0.O8RSUIffi Pep, A001k _.We Homes\ATLANTIC BEACH CC\MCC39 N&h t).mP CYC=WB Fmnt Dwrrnw: W Manual S Compliance Report Job: RIVER3873 WrIghtSOft' p p Date: 01111117 2nd System By: DRS A/C Masters HVAC, Inc. MS Treace Road,B fte 92".JacksmWe,FL 322M Phone:934722-0995 Fax 8 722bW Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904-503-7055 Cooling Design Conditions Outdoor design DB: 93.0'F Sensible gain: 21974 Btuh Entering coil DB: 76.9'F Outdoor design WB:77.0'F Latent gain: 4991 Btuh Entering coil WB: 63.4'F Indoor design DB: 75.0'F Total gain: 26965 Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 953 cfm Sensible capacity: 21000 Btuh 96% of load Latent capacity: 5470 Btuh 110% of load Total capacity: 26470 Btuh 98% of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 32.0'F Heat loss: 25756 Btuh Entering coil DB: 69.0'F Indoor design DB: 70.0'F Manufacturer's Performance Data atActual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 953 cfm Output capacity: 28600 Btuh 111% of load Capacity balance: 31 -F Supplemental heat required: 0 Btuh Economic balance:-99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 953 cfm Output capacity: 7.9 kW 105% of load Temp. rise: 83 'F Meets are all requirements of ACCA Manual S. 2017Jo1100:25:52 W ight$ofr Rwm-S.KaO umaasal M1717AW Rsu132% Page 2 ADCla ..Ade HamaaWP TIC BEACH CCIABCC3Garkettl-wP Calc=We Front Dcafrxo: W Pro ect Summar Job: MvER3873 Wri htsoft Y D•t•: 01111117 8 Entire House By: DRS A/C Masters HVAC, Inc. HSTmca Road.Butte Y20i,Jwk—mlle,FL33358Phme:9 722A995 Fez9W-722A944 Pro ect Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904-503-7055 Notes: Lot 38,Atlantic Beach Country Club Birkett Residence Design Information Weather: Jacksonville, Int'I Airport, 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 TD 38 'F Design TD 18 'F Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 44609 Btuh Structure 36307 Btuh Duds 14848 Btuh Ducts 17136 Btuh Central vent(0 dm) 0 Btuh Central vent(0 dm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 59458 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 53443 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 7200 Btuh Duds 4518 Btuh Heat n Cooling Central vent(0 dm) 0 Btuh Area (f') 3878 3873 Equipment latent load 11718 Btuh Volume (fe) 37289 37289 Air changes/hour 0 0 Equipment total load 65161 Btuh Equiv.AN (dm) 0 0 Req. total capacity at 0.70 SHR 6.4 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 dm Actual air flow 0 cfm Air flow factor 0 dnl/Bluh Air flow factor 0 dm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WfI tIt9OR 2017JeM1 x:25:53 66zz 9 RI9ht-Suile®Oni..I M1717.028 RS013258 P.9.1 ,450,.,ideHomes%ATWTICSE CHCQAa CM(Nhet).tu0 Cac=MIB Fmnt Omtl.cd: W wrightsoft Project Summary Job: 011111/7 3 pm•: 01111117 1st System By: pas A/C Masters HVAC, Inc. H Treaty Road,Suna#2W,JacksonmIle. L02256Phme:900.7024995 Fe[90F722-8w Pro ect Information For. Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904-503-7055 Notes: Lot 38,Atlantic Beach Country Club Birkett Residence Design Information Jacksonville, Int'I Airport, 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 TD 18 *F Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24439 Btuh Structure 20735 Btuh Ducts 9263 Btuh Ducts 10735 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 dm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33702 Stub Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 31470 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 3900 Btuh Ducts 2827 Btuh Heating Cooling Central vent(0 dm) 0 Btuh Area (ft2)) 2432 2432 Equipment latent load 6727 Btuh Volume (fla) 24320 24320 Air Changes/hour 0 0 Equipment total load 38196 Btuh Equiv.AN(cfm) 0 0 Req. total Capacity at 0.70 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO420000A Cond CH14NB0420000A AHRI ref 7835544 Coil FB4CNP042L AHRI ref 7835544 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating Input Sensible cooling 28000 Btuh Heating output 41000 Btuh Q 47'F Latent cooling 12000 Btuh Temperature rise 28 `F Total cooling 40000 Btuh Actual air flow 1333 chn Actual air flow 1333 dm Air flow factor 0.040 cfm/Btuh Air flow factor 0.042 dm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point= 28 °F Backup: Input= 9 kW, Output= 31918 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017Jall 08:25:5 wr•yh*8O}t' Right-&ftaV Bnhenel 201717IlO0 R5m956 pa0e2 AM —Ide HanesUTLWTIC BEACH CCWBCCMrB1daHR.NP Cold=W8 Foanl DWfaces: W Pt SJob: RIVER3873 wr ight5oft Project Summary Date: 81FIv17 2nd System 9y. DRS A/C Masters HVAC, Inc. NS Treem Raw.Suite nN.Janksonxle.Fir 256 Phone'.561-7228995 Fac 004 ,?2 6944 Proiect Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904-503-7055 Notes: Lot 38,Atlantic Beach Country Club Birkett Residence Desian Information Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 eF Outside db 93 eF Inside db 70 eF Inside db 75 eF Design TD 38 eF Design TD 18 eF Daily range M Relative humidity 50 % Moisture difference 50 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 20170 Btuh Structure 15572 Btuh Ducts 5586 Btuh Ducts 6402 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25756 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 21974 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 3300 Btuh Ducts 1691 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area (ft2)) 1441 1441 Equipment latent load 4991 Btuh Volume ( P) 12969 12969 Air changes/hour 0 0 Equipment total load 26965 Btuh Equiv.AVF(cfm) 0 0 Req. total capacity at 0.70 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIERAIR CONDITIONING Model CH14NB0300000A Cord CH14NB0300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 20020 Btuh Heating output 28600 Btuh Q 47eF Latent cooling 8580 Btuh Temperature rise 27 'F Total cooling 28600 Btuh Actual air flow 953 cfm Actual air flow 953 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 0.81 Capacity balance point= 31 eF Backup: Input=8 kW, Output=26955 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 20174.11011:26:52 WrI hteOR' RqM-SuleA Uni,enel 201717.0.03 RSU1956 Pape 3 _.do A.— ATVJ1TIC BEACH CCb1BCC-(9---1--P C& =W. Front Uaw laces: W I}�wrlghtsoft• RighWOWorksheet Job: RIVER3873 Endre House Date: 01111117 By: DRS A/C Masters HVAC, Inc. 415 Treace Ro 1,suite NQU,Jackswele.FL 32256 Phme:904722-SM Fax 90 MAW 1 Room name Entire House let System 2 Espousal 368.9 ft 233.3 n 3 Room height 9.6 ft 10.0 ft 4 Room dimensions5 Room area 3073.0 W 2432.0 W Ty Comflulion U-value Or 11 N Area (IP) Load Area (89 Load number (Btuh/ft4°F (BWhM?) or permater Bp (Btuh) or pedometer Bp (Blob) Heel ol Gets. N/Pl3 Heat Cool Gmm NIPIS Heai Cool Co 6 yI 12E4ew 0.068 n 2.58 1.46 824 712 1840 1041 415 371 959 542 I--G 3A-2av 0.350 n 13.30 10.88 68 0 904 739 0 0 0 0 L-G 3A3ov 0.950 n 13.30 10.86 44 0 585 478 44 0 585 470 W 12E-0aw 0.068 a 1.36 1.46 076 545 741 797 586 367 499 537 11 3A-2ov 0.350 a 7A0 29.40 221 0 1547 6497 221 0 1547 6497 `G 3A-2ov 0.350 a 7A0 1].]7 110 22 770 1954 0 0 0 0 l� 12E-0sw 0.068 s 2.56 1.46 945 003 2075 1174 578 466 1204 081 HG 3A3ov 0.950 s 13.30 2.86 30 60 399 86 0 0 0 0 `G 3A4ov 0.350 a 13.30 13.07 112 208 1490 1464 112 197 1490 1464 Yh12E-0aw 0.088 w 2.58 1.46 616 467 1207 003 328 216 558 316 3A-2ov 0.350 at 13.30 17.77 37 7 492 657 0 0 0 0 3A4?ov 0.350 w 13.30 29.40 88 0 1170 2507 68 0 1170 2587 ilia 0.800 at 22.80 10.36 24 24 547 441 24 24 547 441 q 12B-0sw 0.097 9.09 1.]3 425 401 1470 692 425 401 1478 692 `D 11 Jo 0.800 w 22.00 10.36 24 24 54] 441 24 24 547 441 P 168,0a6 0.408 15.50 22.07 142 142 2202 3134 0 0 a 0 C 16B-15ad 0.081 n 2.32 9.90 2]]4 2774 8430 9154 1333 1333 3090 4399 F 19A-19bacp 0.049 1.46 0.69 240 240 350 168 0 0 0 0 F 20P-18w 0.050 1.90 0.70 102 102 184 72 0 0 0 0 F 22A4ph 1.358 n 51.60 0.00 2432 381 19840 0 2432 209 10765 0 6 c)AED e,mutaion 0 D Envelope bselgein 44609 32257 24439 19075 12 e) Infiltration 0 0 0 0 b) Roomventl unit 0 0 0 0 13 Intemal gains: Oavpanrsa 230 5 1150 2 460 Applanmslother 2900 1200 Subtotal(Iinea 6 to 13) 44809 36307 24439 20735 Leu maternal bad a 0 0 0 Lem transfer 0 0 0 0 Re6latdbubon 0 0 0 0 14 Subtotal 44609 36307 24439 20735 15 Duct bad. 33% 47% 14848 17138 38% 52% 9283 10735 Total mom bad 59458 53443 )3]02 31170 Air reguare6(c ) I 2288 2208 1393 1333 Calculations approved by ACCA to meet all recu irements of Manual J 8th Ed. 0 Wr hbOft 2017Jao-ll W 25:52 b RIghC- GC 8(8i*ar1201]Calc0 R3U1 -1 Pegs 1 ...IC¢HrmnNTLANTIC BEACH CCU6CC361BiM1eel.rvp Calc=M16 FmnlDwrtecm: W wrighisort Ri ht-MWorksheet Job: RIVER3873 EnLie House Date:By: ORS DRS AIC Masten HVAC, Inc. H5 Tresca Road,Runs N04,Jacksom le.FL 32256 Phme:9]0.]22A995 Fax 99l722-OW 1 Ro0mnanle 2nd Syabm 2 Exposed!wall 155.6 fl 3 Room height 9.0 R 4 Room dimensions 5 Room area 1441.0 ft, Ty Cone mcticn LLvabs Or HW Age (I t'1 Load Area Load number (Bbmffl •F7 (8uffi/M r Perimeter M) (Both) or Perimeter Heat I Cool Gross NIPIS Heat Cool Grose NN/S Heat Cool e l}I 12E-0aw 0.068 n 2.58 1.46 409 341 801 499 II---GG 3A-2ov 0.350 n 13.30 10.86 88 0 904 739 3A-2ov 0.350 n 13.30 10.08 0 0 0 0 41 12E-0aw 0.068 a 1.39 1.46 208 1]0 242 280 11 �G 3A-2o 0.350 a ].00 29.40 0 0 0 0 �G 3A-2ov 0.350 a 7.00 1]J] 110 22 ]]0 1954 yI 12E-0s- 0.060 a 2.58 1.46 367 337 871 493 �G 3A-2ov 0.350 13.30 2.08 30 60 399 86 �G 3A-2ov 0.950 13.30 19.0] 0 8 0 0 t2E4.- 0.068 w 3.58 1.46 288 251 649 387 'A-2.v 0.350 w 13.30 1]J] 37 ] 492 657 3A-2ov 8350 w 13.30 29.40 0 0 0 0 11J0 0.800 v, 22.80 18.36 0 0 0 0 q 128.0.- 0.097 - 3.89 1.73 0 0 0 0 `D i1J0 0.800 w 22.80 10.36 0 0 0 0 P 16B-08d 0.408 15.50 22.07 142 142 2202 3134 C 168.15ed 0.061 n 2.32 3.30 1441 1441 3340 6]55 F 19A-19bsW 0.049 - 1.46 0.69 240 240 350 166 F 20P-19w 0.050 1.90 0.70 102 102 194 72 F 22A-wh 1.358 n 51.60 0.00 0 172 087 6 0 6 c)AED exwrsbn 0 Envelope bulgein 20170 13182 12 e) Infibretion 0 0 b) Roomveneadon 0 0 13 Internal gainsOcapants® 230 3 990 Apolance.lother 1700 Subtotal obas 9 to 13) 20170 15572 Lees mdemal bad 0 0 Lau tmneler 0 0 Rediatdbutbn 0 0 16 Subtotal 20170 155]2 15 Duct bads 28% 41% 5588 6402 Total mom bad 25756 21974 Ah required(Cm) I 1 959 953 fff, Calculations apo o ed by ACCA to meet all requirements of Manual J 8th Ed ,gf&-ple' W ! r19idiO?[- Rilih1-Su6els unlwnal M17 17.a.0B R5u13259 291]Jerv11 WPage 25 52 2 ...WeHormWIANTIC BEACH CCUBCC36(WrmU).mp Calc-MJB Front Door area. W wrightsI Ri hWO Worksheet Job: RNBR3073 1st System Date: 01/11117 Y By: DRS AIC Masters HVAC,Inc. M5 nes-Road,Suite p204,JeckeddI FL322W Mone:901 Fac 931 1 Roamneme tat System tat Floor 2 Exposed.. 233.3 ft 233.3 ft 3 RENm I,,ht 10.0 fl 19.0 fl heatf000l 4 Room dimensions 2432.0 x 1.0 ft 5 Room area 2432.0 ft- 2432.0 ft- Ty Cormudion L-value Or HTM Area (M1') Load Area 019 Load number (Btuhmi'F) (BtuhMI) or perimeter (g (Blah) or permater 9T) (BI Heat Cool Grain NIPIS Heat Cool Gron NIPIS Heat Cool 612E-0ew 0.060 n 2.50 1.48 415 371 959 542 415 371 959 542 I-G 3A-2ov 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 L-� 3A-2.v 0.350 n 13.30 10.86 44 0 505 478 44 0 585 470 l}l 12E0aw 0.060 a 1.36 1.46 580 367 499 537 588 367 499 537 11 �G 3A-2ov 0.350 a 7.00 29.40 221 0 1547 649] 221 0 1547 5497 T`G 3A-2ov 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 12E4sw MISS a 2.58 1 A 578 466 1204 681 570 468 1204 681 3A-2ov 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 3A-20v 0.350 a 13.30 13.07 112 197 1490 1464 112 99 1490 1464 12E-0. 0.060 w 2.50 1 68 320 216 558 316 328 218 556 316 3A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 3A-20v 0.350 w 13.30 2940 88 0 1170 2587 a8 0 1170 2587 11J0 0.600 w 22.00 18.36 24 24 547 441 24 24 547 441 R 1213-0sw 0 .0 9 7 - 3.89 1.73 425 401 1470 692 425 401 1478 592 `D 11J0 0.800 w 22.80 16.36 24 24 547 441 24 24 547 441 p 1813-0ad 0.400 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-15ad 0.061 a 2.32 3.30 1333 1333 3090 4399 1333 1333 3090 4399 F 19A-1 an, 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-19w 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A{ph 1.358 n 51.60 0.00 2432 209 10785 0 2432 209 10765 0 6 c)AED excureion 0 0 Envelope losalgain 24439 19075 24439 19075 12 in Infiftretion 0 0 0 0 b) Rcomventilatma 0 0 0 0 13 Intimal gains: Occupants® 230 2 480 2 460 APpbncasrpther 1200 1200 Subbtel nine.6 to 13) 24439 20735 24439 20735 Lass extemal bad 0 0 0 0 Lev bargain 0 0 0 0 RediablbWhn 0 0 0 0 14 Subtotal24439 20735 24439 20735 15 Dud loads; 38% 52% 9263 10735 38% 52% 9263 10735 Total mom had 33702 31470 33702 31470 Air required(dm) 1333 1333 1333 1333 Calculations aooro ed by ACCA to meet all reg u inernents of Manual J 8th Ed A5k-PI Welghea ai Right-SutleA uniwnel 2017 17.0.08 RSU132M 2017Jan1109:2552 _Ida Homm\ATLANTIC BF CH CCIABCC38IBIMelp.vp Cade-MIB From Draw faced: W wright3wft Ri ht4@ Worksheet Job: RIWR3873 Dee: 01111 2nd System syr DRS 117 r AIC Masters HVAC,Inc. 4A5 Treara RnM,bulle#204.Jadaonule,FL322W PM1me:90 -722-119O5 Fax 9]4]224W 1 name,Raam n2nd System 2nd Mar 2 Exposed wall 155.6 ft 155.6 R 3 Room hel261 8.0 R 9.0 ft heatbool 4 Room di.naions 1441.0 x 1.0 R 5 Room area 1441.0 ft- 1441.0 w Ty Consbuolbn "lue Or HTM Area (" Load Area (" Load number (BtUhR R (BWBIfP) or perinwter (It) (Brun) or perimeter 811 1 (Btuh) Heat Cool Gross NIPIS Haat Cool Gross NIP/S Haat Cool B T 12E4aw 0.068 n 2.58 1.46 409 341 881 499 408 341 881 499 IL-�G 3A-2o v 0.350 n 13.30 10.08 88 0 904 739 68 0 904 739 3A-2ov 0.350 n 0.00 000 0 0 0 0 0 0 0 0. �/ 12E-0aw 0.088 a 1.38 1.46 268 170 242 280 288 1]8 242 280 11 HC 3A-2ov 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 `G 3A-2ov 0.350 a ].00 1].]] 110 22 ]]0 1951 110 it ]]0 1954 \y' 12E-0sw 0.088 a 2.58 1.16 967 937 8]1 493 307 337 871 493 {`-GG 3A-2ov 0.350 a 13.30 2.88 30 60 398 06 30 30 3B8 88 3A-2ov 0.350 a 0.00 0.00 0 9 0 0 0 5 0 0 12E-Osw 0.088 w 2.58 1.48 288 251 me 367 288 251 649 367 3A-2ov 0.350 w 13.30 1].]7 37 7 492 657 37 4 492 657 3A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 11 JO 0.800 w 0.00 0.00 0 0 0 0 0 0 0 0 R 12B-0aw 0.087 0.00 0.00 0 0 0 0 0 0 0 0 `D tl JO 0.600 w 0.00 OAo 0 0 0 0 0 0 0 0 P 1813-0ad O.400 15.50 22,07 142 142 2202 3134 142 142 2202 3134 C 166-15ad 0.061 n 2.32 3.30 1441 1441 3340 4755 1441 1441 3340 4755 F IOA-196scp 0.049 - 1.46 0.88 240 240 350 166 240 240 350 166 F 20P-19w 0.050 1.90 0.10 102 102 194 72 102 102 104 72 F 22Atph 1.358 a 51.60 000 0 172 8876 0 0 172 0076 0 6 C)AEO excurelon 0 0 Envebpe bW9ain 20170 13102 20170 13182 12 e) Infi0retbn 0 0 0 0 b) Room ven0latbn 0 0 0 0 13 Intemal9ains, O=pantsQ 230 3 890 3 680 APplancenbMer 1700 1]00 Sulaotel(ones 6 to 13) 20170 15572 20170 15572 Lass exlemal bad 00 0 0 Less transfer 0 0 0 0 Redlstdbulbn 0 0 0 0 14 Subtatal 20170 15572 201]0 155]2 15 Wd bad. 20% 41% 5586 6402 28% 41% 5586 8402 Total mom bad 25756 21974 25758 21974 Airre6ulred(dm) 953 9531 1 953 953 .5, CalCUlatio 3 agoroved by ACCA to meet all requirements of Manual J 8th Ed. WrighbOft- 201]JaF110B25,52 R1151-Su6eV Unlarse1 M17 VAN RSU13256 . ...IEeHames\ATL TIC BEACH CC\ABCC3Pnarkat).rp Calc=We FrtM 0.1 face,: W BuildingAnalysis Job MWR3873 wfightsoft y Date: 011111[17 Entire House 9y: Des A/C Masters HVAC, Inc. 4B5 Tnece Read.Sidle a2K Jacks-11 ,FL 02155 i'lu—tJG-7228995 Fez s0 722d9H Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904-503-7055 Design Conditions Indoor: Heating Cooling Jacksonville, Intl Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD ('F) 38 18 Latitude: 31'N Relative humidity (% 30 50 Outdoor: Heating Cooling Moisture difference gr/Ib) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Daily range F) - 18 ( M ) Method Detailed Wet bulb ( F 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories i Component Btuh/ft' Btuh % of load Walls 3.1 9542 16.0 Glazing 10.4 7358 12.4 Doors 22.8 1094 1.8 Ceilings 2.3 6430 10.8 m Floors 7.3 20184 33.9 Infiltration 0 0 0 Ducts 14848 25.0 a- Piping 0 0 Humidification 0 0 Ventilation 0 0 =� Adjustments 0 Total 59458 100.0 Component Btuh/ft' Btuh %of load Walls 2.4 7521 14.1 Glazing 20.4 14462 27.1 Doors 18.4 881 1.6 Ceilings 3.3 9154 17.1 Floors 0.1 238 0.4 Infiltration 0 0 0 Ducts 17136 32.1 Ventilation 0 0 Internal gains 4050 7.6 Blower 0 0 Adjustments 0 Total 53443 100.0 Latent Cooling Load = 11718 Btuh Overall U-value= 0.133 Btuh/ft?°F WARNING: suspicious slab-on-grade Floor perimeter in 2nd Floor. .I, wri hbofC mn�en-n ae:s5:5• T)r g H CCVJXet)UniweH201]PDAB RSU1925t Ppa1 AGCA_Ide XanasUTWJTIC BEACH CQABCCSB(BiAell).mp Celc=MlB Front Ocaracp: W Buildin Analysis Job: RIVER3873 wfi ht50ft 9 Y Data: 01111117 9 1stsystem By: DRS A/C Masters HVAC, Inc. 45T1••w Ro ,Sule02M,JeksonN1W,FL322WPkme:900-]2289951—giW7228 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904-503-7055 Design Conditions Indoor: Heating Cooling Jacksonville, Int'IAirport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD ( F) 38 18 Latitude: 31°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Daily range ((°F) - 18 ( M ) Method Detailed Wet bulk (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Component Btuh/fF Btuh % of load Walls 2.6 4698 13.9 Glazing 10.3 4792 14.2 Doors 22.8 1094 3.2 Ceilings 2.3 3090 9.2 �- Floors 4.4 10765 31.9 Infiltration 0 0 0 Ducts 9263 27.5 �.. Piping 0 0 Humidification 0 0 °T Ventilation 0 0 Adjustments 0 Total 33702 100.0 Component Btuh/il2 Stun %of load Walls 1.5 2768 8.8 Glazing 23.7 11026 35.0 Doors 18.4 881 2.8 Ceilings 3.3 4399 14.0 Floors 0 0 0 Infiltration 0 0 0 Duds 10735 34.1 Ventilation 0 0 Internal gains 1660 5.3 Blower 0 0 Adjustments 0 Total1 1 314701 100.0 om. w Latent Cooling Load =6727 Btuh Overall U-value = 0.113 BtuhfW- F Data entries checked. H f ll' 2017-Jm-11 0 :2554 Wrrltsofr Ri lvSuil"UnlwM17 ]AN RSU1925B Pena 2 A&,Aide Hamm\ATLANTIC BEACH CC\PHCCWNAel11.rv0 Ctic=MA Fv Doorfe s, W �y Building Anal Job: RIVER3873 wri htsor{. 9 Y$I$ Dere: 01111117 9 2nd System ev: pas A/C Masters HVAC, Inc. M5 Truce Rc a 1,Suite tl3Ce.JaeksoeWle,FL322M%lone:9 723 5 Fac 6 722.8911 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904-503-7055 Design Location: Indoor: Heating Cooling Jacksonville, Int'IAirport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TO (°F) 38 18 Latitude: 31 eN Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 11.5 50.0 Dry bulb (eF) 32 93 Infiltration: Daily range (T) - 18 ( M ) Method Detailed Wet bulb(eF) 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Component Btuh/ft- Btuh % of load Walls 3.9 4844 18.8 '.. Glazing 10.5 2566 10.0 Doors 0 0 0 Ceilings 2.3 3340 13.0 Floors 27.5 9420 36.6 Infiltration 0 0 0 Ducts 5586 21.7 Piping 0 0 w Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 25756 100.0 Component BtuhM Btuh %of load Walls 3.8 4753 21.6 OM1e Glazing 14.0 3436 15.6 Doors 0 0 0 Ceilings 3.3 4755 21.6 Floors 0.7 238 1.1 Infiltration 0 0 0 Ducts 6402 29.1 _: Ventilation 0 0 Internal gains 2390 10.9 Blower 0 0 Adjustments 0 a. Total 219741 100.0 w Latent Cooling Load =4991 Btuh Overall U-value =0.170 Btuh/ft'-'F WARNING: suspicious slab-on-grade floor perimeter in 2nd Floor. H17�.11 N 25 54 %r19ht'80fC RIAs.peOun�201717.0.08RS1113258 Pepe3 ...ae Homm\RTLPMIC BEACH CCIPBCCMDekeln.cup Cak=X110 Fant Oaa feces: W EIIIIr� 1 ,\ • �! H §1 , \ -- ƒ | - lice . 9 _ \ � �ƒ \ � � / � ` } ® ; � � • - - -- \ • �/// � $$/bOI_ bElla. § � /!- | � ! � ( . w!G . . !@& gm& ! - ; _ - azz \ I ; �k &�k]b � - - - «- u ; ' H E ' � � 2' / d L ' . A§ � h ; � / ; . � � Job Information Riverside Homes Job#: J760599P 1276 BYL76 San Jose Blvd.,Ste 720 File#: Jacksonville,FL 32233 Salesman:Scot Burney (904)503-7055 Designer: NULL. Manning Building Supplies PAGE 1 Jacksonville, FL 32256 jaxtruss@mbs-oorp.com Birkett Residence Phone: (904) 268-8225 ' Fax: (904) 260-2981 DATE 01/15/17 1781 Atlantic Beach or Del. Date: I 1 Atlantic Beach,FL 32007 Cover Sheet Truss Level: OFFICE COPY PROFILE QWPITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB O/AHEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT /EFT RIG11I LEFT RIGH! LEFT RIGM 1 7.00 7.00 A01 31-03-00 3]-03-00 2X62X4 10'08"02 6 )00 700 402 37-0300 37-034X1 2X42Xd 10-0602 �q1� 8 7.00 7.00 403 37-0300 37-0300 2%4 2 X 4 100502 �WW� 1 7.00 0.00 801 251140 2511-00 2%82X8 07-08-15 ® 8 7,W 0.00 602 2511-00 2511-00 2X42%4 030143 3 Ply 7.00 0.00 B03 251004 2310-04 2X42%1 06'01'03 1 7.00 0.00 COI 21-09-00 21-03-00 2%42X6 04-0415 ® 1 ]AO 0.00 CO2 21-0300 21-0300 2%42x4 05 is ® 1 ].00 0. 0 CO3 214300 21.0340 2%42%4 08.0&15 ® 3 7.00 0.00 C04 21-0300 2143-00 2X42%4 01k11-16 ® 3 740 0.00 ON 2149-00 21.09-00 2X42%4 0511-10 1 7.00 0.00 001 314140 31-11-00 2%42X8 0401-05 2 7.00 0.00 D02 31-11-00 31.11-00 2%42X4 05-08-15 1 7.00 0.00 003 31-11-00 31-11-00 2%42X4 06-08-15 ® 1 ]40 OAO 004 31-11-00 31-1140 2%42X4 07-10-15 ® 1 Too 0.00 D05 31-11-00 31-1140 2 X 6 2 X 4 0900-15 ® 5 7.00 0.00 DOB 31-11-00 31-11-00 2X42%4 10-014p ® 1 7.00 0.00 D07 31-1140 31-11-00 2%42X4 0&0307 ® 1 7.00 0.00 D08 31-114D 31-11-00 2%42X4 OB-01-07 1 TM 0.00 DOB 31-11-00 91-11-00 2%42X6 07-08-05 ® 1 700 000 D10 31-1140 31-11-00 2X02Xd 084105 1 TO 0.00 D11 31-11-00 31-tt-00 2%62X8 04-04-15 ® 2 7.00 0.00 E01 130500 18-0508 2%d 2 X 4 06"02.02 1 7.00 OM E02 160508 18-05-08 2%42X4 05-00-19 _" uild0r, "- Information Riverside Homes Job#: J160599P 12276 San Jose Blvd.,Ste 120 File#: Jacksonville,FL 32233 (904(503-7055 Salesman:Scot Bumey Designer: .NULL. Manning Building Supplies PAGE2 Jacksonville, FL 32256 jaxtruss@mbs-corp.com Birkett Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 DATE 01/16/17 1781 Atlantic Beach Dr Del. Date: ! Atlantic Beach,FL 32007 Cover Sheet Truss Level: PROFILE QTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT PLV IDP BOT ID SPAN $PAN TpP BOT LEFT RIGXT LEFT RIGHT LEFT RIGXT 3 Ply 000 0.00 F1BA 18-00-00 18-00.00 2%42X8 01-00-00 9 PLV 700 0. FL01 25-1004 2110-06 2%42X8 01-0&00 3 TOO 0.00 FL02 2511-00 2611-00 2X42%8 01-08-00 1 2 PLV 7.00 0.00 FLOM 2511-00 2611-00 2X42X4 01-08-00 2Pry 7.00 0.00 FL02B 2611-00 2611-00 2X42%4 01-0800 B TOO 0.00 FL03 12-0608 12-0809 2X42X4 91�0 4 7.00 0.00 FLOM 124MB 12-0808 2X42X4 01-00-00 I® 7 T00 0.00 FLOOD 124808 12-00-09 2X42X4 01-0800 2 PLy ].00 000 F1.09C 124X1-08 124808 2%62X4 010600 3 TOO 0.00 FLIM 10-00-08 100008 2X42%4 01-0600 8 TOO eM FLOS 080308 09-03082X42%4 01-0800 ® 1 TOO 0. GO1 0802-08 0602-08 2X4 2X4 03-0313 ® 1 TOO 000 G02 0802-08 080248 2%42X4 03-0313 ® 1 7.00 OAO 003 08-02-08 0602-08 2%42X8 01-01-15 ® 1 TOO 0.00 GO4 08-02-00 0802-00 2%42X8 01-01�iS C 4 7.00 000 JOt Ot-0000 0140-00 2%42X4 01-0148 C 11 TOO 0.00 J02 02-00-00 02-00-00 2X42%4 01-11-OB G 2 4.95 000 J03 02-0943 02-08-032X42%4 000008 01-11-03 G 2 4.95 0.00 JIM OR00.09 02-0849 2X4 2X4 00-0008 00.0300 OI-0815 L 12 7.00 0. JOS 01-0000 01-0000 2X4 2X4 01-0408 L B TOO 0.00 JOB 03-0000 0300-00 2 X 4 2 X 4 02-00.18 G 4 -00-0 7.00 000 J07 05-0000 0600-00 2X42%4 030j808 L 7 7.00 000 JOB 020 02-0 00 2 X 4 2 X 4 01.11"08 G 2 000 JOB 09-0400 04-04-00 2 X 4 2X4 03-0313 Riverside Homes Job#: J160599P 12276 San Jose Blvd.,3 Ste 120 r8ns File#: Jacksonville, FL 32233 Salesman:Scot Burney (904)503-7055 Designer: NULL. Manning Building Supplies PAGE 3 Jacksonville, FL 32256 jaxtruss@mbs-cor ..com BlrkeD Residence Phone: (904) 268-8225 ' Fax: (904) 260-2981 DATE 01/18/17 1781 Aeantic Beach Dr Del.. to: / / Atlantic Beach, FL 32007 Cover Sheet Truss Level:F-7 I PROFILE OTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB OIAHEIGHT PLV TOP BOT ID SPAN SPAN TOP BOT LEFT flIGHT LEFT RIGHT LEFT RIGXT G 11 7-00 0.00 J10 08-02-08 06-02-08 2%42X4 040/'15 G 2 4.95 0.00 ill 0}00.03 024043 2X42%4 00-00-08 0003-00 01-1143 IE 2 4.95 0.00 J12 02-08-03 0208-0.9 2%42X4 01-09'15 6 2 4.95 0.00 J13 0840.12 0&00.12 2%4 2 X 4 000608 0303 08 ./ 2 495 0.00 J14 05-0&12 054 12 2%42X4 000608 0302-01 L//< 2 4.95 0.00 J15 08-0310 08-03102%42%4 0000-08 04-04.10 !� 2 4.95 0.00 AS 030510 030310 2%42X4 000608 01 7 m 1 700 0.00 Po1 0501-05 050145 2%42X6 01'08'02 ® 12 T.00 0.00 P02 07-0&00 07-0300 2 X 12 X 4 024346 FLOOR QTY DEPTH BASE O/A END TYP INT BEARING CANTILEVER STUB PROFILE PLY 10 SPAN SPAN /EFT RIGHT SIZE LOCATION IFi, Pian /EFT RIGHT ImPOI F01 1802-00 18M-09 01-08-00 k� 3It F02 114848 11-06-08 L� �J a,PW F 3 F0:1 od-o6-0e oa-03oe 01F04 � 3 Fal m-69-os m4rs9e 01.08-Go F05 15-05-09 15-05-08 01-08,13 3 FOSA 15-0508 15-0&091F06C 3 Po6 08-00-080900-0801-07 F07 10-08-12 10.061201FOS F08 140312 1400.1201-0300 FO9 id-10-00 14-10.00 01F10 � 3 F10 id-0300 1<060001-0BODFE 3 -Fil08 0300-00 09-0d-0001 � 3 F12 130300 19-06-00 Riverside Homes Job N: J180599P 12276 San Jose Blvd.,Ste 120 File#: Jacksonville,FL 32233 (904)503.7055 Salesman:Scot Bumey Designer: NULL Manning Building Supplies PAGE Jacksonville, FL 32256 jaxtruss@mbs-corp.com Birkett Residence Phone: (904) 268-8225 ' Fax: (904) 260-2981 DATE 01/18/17 1781 Atlantic Beach or Del. Date: / / Atlantic Beach, FL 32007 Cover Sheet Truss Level: FLOOR OTY DEPTH BASE CIA END TYP INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT RIGHT Sn LOCRTION LEFT RIGHT LEFT RG T ® 01-0B-oo 1 FIM13ASOo 13-0&00 ® o1-0a-0e 5 F13 15.0D-08 15-0990 01-004q ® 1 o1FF14 oait-00 M-11-00 01-00-00 LM 3 ® 3P 1 2041T4p 209'!4b m-0000 ITEMS O PL ITEM TYPE SIZE LENGTH NOTES -11,16 1 SSLMATL BM-1A-a ENTEM LVL 2.0E1 Y4"x20- 10.00-00 1 SSLMATL SM-111-onCENTER0 LVL 2 GE 1314"x20" laO 10 Han 1N HN28 11 Hen x THA425 3 Han T 26 MANNING BUILDING SUPPLIES JOHN KNIGHT 1/182017 8:36AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 9D4-268$225 Dome Sizer-02011-2016 BI eLinx Corporation Version:16.0.0.8 Project: J160599P-RIVERSIDE HOMES I BIRKETT MemberlD: BM-IA Usage: BEAM Max Deflection: LL=L1480 TL=L1240 y51/2' 13/4' 565psi 8'10 1/8*08'61/2'Clear) Ups! i BEVEL CUTS Heel Height Slope(112) Offset Depth @IFS 9112' 7.00 18' 1211116' LOADS vroject uesign LoansFluor: ve=75.0 pst,Dead=15.0 pat Applied LivMDead WIT) Live Ld(L) Location' # Shape To: @Start @End @Start @E d LDF Span# Starts Ends Additional Info Area(pst) 90 0 75.0 10D% 0 0' 8'10118' 24'o.c.Base Uniform Load(Spog Sen) 1 Concentrated(Ibs) BP 439.0 365.8 100% 0 3'6' 3'6'MONO HIP SET 2 Span Canted(pso BP 55.0 40.0 100% 0 4' S10 10 8's.c.-V DECK SPA 3 Partial(pli) 125.0 0.0 90% 0 4' 8'1018' 9 WALL 4 Concentrated(lbs) 1778.0 961.1 125% 0 4'l 314' UPPER ROOF HEADER Uniform(p10 18.48 0 0' 810 Self Weight BP=Back Ply(side or top);if blank,all plies are assumed to be loaded equally. 'Dimensions measured from left and When span#is 0 otherwise from left end of the speUBed span. SUPPORTS(Ibs) 1 2 Max Reaction 2545 3098 Max 10011. 1097 1371 Max 125% 511 451 Min Reaction 938 1277 Min 100% 1097 1371 - Min 125% 511 451 DL Reaction 938 1277 Min Bearing 1.50' 1.50' (Based on bearing stress below) Brg Stress Ips') 565 565 DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 1989 1 0'2314' 21 8451 100% 0.24 M(fl-lbs) 6442 1 4'1314' 21 54424 100% 0.12 LtRn(lbs) 2143 0 0' 71 10876 0.20 See Note RtRn(lbs) 2648 0 811010 21 3461 0.77 See Note 4 LLDefl(") 0.01 1 4'6' 71 0.22 U10059 TLDefl(') 0.02 1 4'6' 71 0.44 U5353 USE: onCENTER LVL 2.0E 1314"x 20"2 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3112"nails @ 11"o.c.(one row 1"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Reaction from Supports'section above. 5.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 8.Load Combinations:l0=D,20=D+100%,30=D+115%,40=D+125%,50=D+16D%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),9D=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160°/) 9.Group=Load Combination Number+Load Pattern numbeL(For simple span Load pattern=l for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT IM812017 8:36AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Dome Sizer-02011-2016 BlueUnx Corporation Version:16.0.0.8 Project: J160599P-RIVERSIDE HOMES I BIRKETT MemberlD: BM.IB Usage: BEAM Reperfive Ina: Yes Max Deflection LL=LJ480 TIL=L1240 1314' 51/2' 565psi 565psi 19'9 5/8"(19'6'Clear) I LOADS Project Design Loads:Floor:Uve=75.0 psi,Dead=15.0 psi Applied Uve+Dead Ld(T) Live Ld(L) Location' # Shape To: @Start @End AStart dEnd LDF Span# Stall Ends AddMonal Info Area(psQ 90.0 75.0 100% 0 0' 199518' 16'o.c.Base Undorm Load(Spcg Sen) 1 Span Carred(psi) 55.0 40.0 100% 0 0' 19'9518' 8's.c.-B'DECK SPAN 2 Uniform(Idp 125.0 0.0 90% 0 0' 19'9 518' 9 WALL 3 Concentrated(lbs) 1778.0 1481.7 100% 0 199518, UPPER ROOF HEADER Uniform(Pit) 27.72 0 0' 19'9 518' Self Weight If'Applied To is blank,all plies are assumed to be loaded equally. 'Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(Ibs) 1 2 Max Reaction 4878 6656 Max 100% 2574 4056 Min Reaction 2304 2600 Min 100% 2574 4056 DL Reaction 2304 2600 Min Bearing 1.64' 2.24' )Based on bearing stress below] Brg Stress(psi) 565 565 DESIGN Actual Span Location Group Allow LDF Ratty " V(Ibs) 4014 1 0'0718' 21 19950 100% 0.20 M(ft-lbs) 24149 1 99718' 21 84900 100% 0.28 LtRn(lbs) 4878 0 0' 21 5191 0.94 RtRn(lbs) 6656 0 19'95/8' 21 16314 0.41 LLDeO(") 0.13 1 99718' 21 0.50 U1849 TLDeft(") 0.24 1 9'9718' 21 0.99 11976 USE: onCENTER LVL 2.0E 1314"x 20"3 Plies onCENTERO LVL by BlueLinx Gentle,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3112"nails @ 12"o.c.(one row 2'from top,one row mid-depth,one row 2"from bottom). Specified attachment is from each face.Offset fasteners on the back face so they are halfway between fasteners on the front face. NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 5.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 6.Design assumes a 4%increase in bending stress for repetitive member use. 7.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 8.Load Combinations:l0=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%4160%),90=D+0.75(100%+125%+160%),100=0.61)4 160%,110=D+Commercial(100%),120=D+0.75(100%+160%) S.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). I ' Lumber design values are in accordance with ANSI/TPI 1 section 6.3 L These truss designs rely on lumber values established by others. MiTek" OFFICE COPY RE: J160599P - Riverside Homes/Birkett/JK MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33 61 0-411 5 Customer Info: Riverside Homes Projekf Aad Ik gQkett Residence Model: Lot/Block: 38 - 2 Subdivision: ABCC Address: 1781 Atlantic Beac4 Or i----, ---- - -. _ City: Atlantic Beach State: FL Name Address and License If of Structural Engineer Of Record,If there Is one,for the building. Name: Jeffrey K Hulsberg License#: FL PE#33152 Address: 11481 Old St.Augustine Rd #202 City: Jacksonville State: Florida General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014[TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-]0 Wind Sped: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 73 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61615-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Neural Date No. Seal# Truss Name Date °t d o 0 1 T102 77138 F01 1/18/17 18 110247155 FL01 1/18/17 = w m 2 710247139 F02 I 1/18/17 19 1710247156 FL02 11/18/17 " s k E 3 710247140 F03 1/18/17 20 IT10247157 FL02A 1/18/17M 4 710247141 F04 1/18/17 21 710247158 FL0213 1/1flry7 F 5 770247142 F05 1/18/17 22 710247159 FL03 1/18/176 T10247143 F05A 1/18/17 23 T10247160 F103A 1/18/17 1 7 770247144 FOB 1/18/17 24 T10247161 FL03B 1/18/17 6 710247145 F07 1/18/17 25 T10247182 FL03C 1/18117 ¢ �� O O WS g 9 710247146 FOB 1/18/17 26 T10247163 FL04 1/18/17 u 10 710247147 F09 1/18/17 27 T10247164 FL05 1/18/17 3 g'o o 11 710247148 F70 1118/17 26 770247165 A01 1/18/17 =_ 12 TI 02471491 Flt 1/18/17 29 T10247166 A02 1/18/17 13 T10247150 F12 1/18/17 30 T10247167 A03 1/18/17 zFm 14 710247151 F72A 1/18/17 31 710247168 B01 1/18/171 mo: '9 15 710247152 Fla 1/18/17 32 110247169 B02 1/18/17 h i; "a3 0 0 16 710247153 F74 1/18/11 33 710247170 803 1/18/17 17 770247154 FG01 1/18/17 34 710247171 CO1 1/18/17 ! a ' a eY a15 a ❑ ❑ m x tea, The truss greferenced SA,Inc undermy di rect supervision bas d been MiTek the eters provided by Manning Building Supplies. •• N 3488 • Truss Design Engineer's Name: Lee,Julius '*;• •';* My license renewal date for the state of Florida is February 28,2017. IMPORTANT NOTE' The sail on these truss component designs is a certification that the engineer with AN is TPP 1. T e the j signs ar ba ed upon and that the designs comply with A ports, 11. These designs are deli upon parameters �� s O R •�0,`� shown(e.in k. A supports,dimensions,info shapes and ed design codes),which were given to MiTek. Any pmlect specific information included is ler e p ek's customers the reference designs. MiTee only,and dep rwl taken into d the al pl tee preparation of si these etesrMiTek hes for independently verified theapplicabilityu e,th of the design auxw W PE No.9leee parameters or the designs for any particular building. Before use,the building designer IArek ullA he.RCM H83/ should verity applicability ofdesignpar paremelere andproperly2. incoryomte these designs ads Pub FaY&A.TmW R33ate into the overall building design per ANSI/TP11,Chapter 2. �^� January 18,2017 Lee,Julius 1 of 2 t r RE: J1 60599P - Riverside Homes/Birkett/X Site Information: Customer Info: Riverside Homes Project Name: Birkett Residence Model: Lot/Block: 38 Subdivision: ABCC Address: 1781 Atlantic Beach Dr City: Atlantic Beach State: FL No. Seal# Truss Name Date _ 35 T10247172 002 1/18/17 36 770247173 CO3 1/18117 37 T10247174 C04 1/18/17 38 IT10247175 005 1/18/17 39 T10247'76 D01 1118/17 40 T10247177 D02 1/18/17 41 IT10247178 D03 1/18/17 142 IT10247179 D04 11/18/17 J 143 IT102471801 DO5 11118117 144 IT10247181 D06 [ 1118/17 45 770247182 D07 11/18/17 1 46 1 7702471831 D08 1/18/17 47771247184 D09 1/18/17 48 710247185 D70 1/18/17 49 T10247186 D11 1/18/17 50 770247787 E01 1/18117 51 770247188 E02 1/18117 52 770247189 1 G01 1/18117 53 T10247190 G02 1/18/17 54 770247191 G03 1/18/17 55 T10247192 G04 1/18/17 56 710247193 Jot 1/18/17 57 T10247194 J02 1/18117 58 T10247195 J03 1/18/17 59 T10247196 1 J04 1/18/17 60 T10247197 J05 1/18/17 161 T10247198 J06 1118/17 162 710247199 J07 1/18/17 163 T10247200 JOB 11/16/17 1 64 710247201 J09 1/18/17 165 ,710247202 J10 1/18/17 66 T10247203J11 11/18/17 67 7102472041 J72 1/18/17 I 68 710247205 it3 11/18/17 69 -T10247206J14 1118/17 70 T10247207 J15 -F/18/17 71 IT10247206 J16 11/18/17 72 1710247209 Pot 1/18/77 173 1710247210 P02 11/18/17 2 oft 'Job T. T.Type OIY Ply Rrvelvde HomeslBllketl/JK noz4n3e J16059BP7 FUI FLOOR 6 1 bRf V MemilM BUtldilp Supplies. Jel¢omille,FL a, W1'O2:o201T RID:38MIMWDleAryMH_yFl4aXHagKGVUOBSTCRp0w1R1 140 24)U 0-11S oxo Sule=1:21.1 sa= 4y= 41= 1.5. 11 2Gi= :Ki= 410= 1�= 2 3 4 6 0 ] 0 N7�N10 I$ 16 16 14 13 12 11 10 6yb _ = tbW II 23= 410= @16= 410= 4384 4P980 12-29 1488 1620 1aL *500 S90 zso z6o 1d0 Plate OXels(XYI I 'Edpe016718'P16 ENrel I9'Ed P1-611 - -6 EOg Af1SP1600- 21 LOADING(psq SPACING- 280 CSI. DEFL in 2Pool-13 Wail WFP-T�ES�, GRIP]CLL T5.0 SIPA II pOOL 1.00 TG 0.83 DERLL) -0.2312-13 x641 430GRIPTCDL 10.0 Lumber DOL 1.00 BC 0]4 Ven(TL) -0.2812-13 06]8 360BCLL 0.0 Rep Stresslmr YES WB 0.43 Horz(TL) 005 9 Ne NoSCDL SD G cle FBCM0 PlMrr Metrix-SH 17=20%F,11%E LUMBER- BRACING- TOPCHORD 2 SPNOAD(ON) TOPCHORD StmdOrN wood sheaWrg dredly applied or 5-7-1 mPUMMs, BOTCHORD 2x4 SP DSS(IIN) euept end vedrals. WEBS 2x4 SP No.2(bat) BOTCHORD Rigid ceiling clnctly applied or 1060 m brining. REACTIONS. ([b/size) 17=1436/008,9=142 5-0 FORCES (43)-Max.Canp.RAax.Ten.-All fops 250(lb)orleese ,PtMenshown. TOPCHORD 1-iT=-143Y0,B9=W21N,1-2d 12110,2-3=-2891x0,3>-366510,45=J9&510, 5-6-353=,6-7=-2707A).R6-1117M BOTCHORD 15-16=1Y2116,1H 5=43269,1314=09665,12-13=103665,11-12-0/3288,10-11=N21W WEBS 8l"l635,1-16-0/1689,)-10=-15]543,2-16-1581/0,]-tib 19,2-15 /913, 511=.9209,315=918.642=W593,3-14�74,512=666214,414=49210, 513=-35122] NOTES 1)Unt,nancecl flmr live loads have been cwlsitleretl for firs design. 2)Recommend 20 stmngbads,on edge,spaced at 1040 m ar fastened to each Lusa Win 3-100(0131X 3'I nails. Sirongbacks to W aff dhed to walls at their outer erMe or restrained by ower pn am. 3)CAUTION,Do mi erect ftus9 backwards. tl W4RNp6Vvey OavpnpusniwxvenCPEiUNOIES CN iM6dNn WCt UOEU WTEN FEFEF4NLEfdOENF)IAm.100.YMIFaEfOREUSE �tlg1 vdp Iwux wiy Win Mlltll®,onrodwv IIY[Jeslyn k�only urm pcluralers LwwrtaMk Iw o,Sglu%Mwl Mdlp campwcnVul bhlds MlWN P¢Iae ue.IM Wdp tle9(Np�muelvMlylPaµWdYAINo(OsWI gYwnele¢dtl go1�kY M:ppwaR IN50rwn Mo II¢ow,tll J1Yp Q4Jn ®acn9hRoletlklUgewnll'iwtlNollMMild hlmweDml/uclW mdnl'swiwYy.MMMd1emMWaNFenna'enlhodp Mire k' ktivayi�eg4ad lasktLlyaNlo gevenlcdr4u viXn pomle r✓9�btriYey mo gOpaMdanape. rwp�aalP�elepi[ip X'e Poe Peke EMBML kiNCNEn aMoaa.tl9Nery.9leclbnaN dwlg o1111Beimtlhlmay9eme reaxWl/MIfMXy CIMb,e3trd9wJ K31Wpnp CanxNNWe1 Te,ga.FL 3]610 6dMVkxombol�wtlYM from r�ROW ImMule,21a N.lea SReeI.5Ul1e e12./bmgb VRRf10. Jo0 Tnm T.Type Oy Ply Rivarslde Homes Great I JK TIU47139 P r 1 J160590P F02 FLOOR 2 Jab Rel 1004 B Memllg BOu."au aaa, JaM orar1e,FL 0.0DIe S0p292016MIT0MIrdusm R,aaB Wed Jan 10 2920 Pepe 10:36001dMNW OIaABaryMH_yRZs4�GpRyktlebRew]15112vOrv?vmOgTrykyOLTUT@uBRO 1F- a 0 r 1'Bd 154 Scala•1'.16.1 3x8- 1.5x411 1.w 11 see 1 M= 2 3 4 5 6 T p W L/ 15 14 13 12 10 9 1.5xl 11 15n411 1.6g 5p4 1-1-12 tt88 1ga 484 tib 4812 LOADING(pap SPACWG 2-0-0 Cu. DEFL In (Ice) VCafl Ltd PLATES GRIP TOLL 110 Plate Gdp DOL 1.00 TC 0.79 Vem(LL) -0.0414-15 >999 480 wa) 24M190 TCDL 10.0 taanber DOL 1.00 BC 0.53 Vem(TL) -0.04 14-15 >999 3m BOLL 0.0 Rep SOess lnor YES WR 0.17 HoWTL) 0.01 0 We We BCDL 5.0 Cade FBC2014/TPI201 Matrix-SH Weight 1316 FT=2 F,11%E LUNBER� BRACING- TOP CHORD 2x4 SP No.2glat) TOPCHORO Sbucural wood siealNn,drecly applied or 6-00 oc porde, BOT CHORD 2x4 SP No.2(flat) except and vemicals. WEBS 2x4 SP No.2MaU BOTCHORD Rigid WiingdireNyaWlliedor10O-0ocbmdng, Except: B 0 0 oc braclrg:11-12.1 Ot t. REACTIONS. M(al2e) 10=63&03E,&MOON-Se,11=1030X-38 Max Gtav 18=849(LC 10),8--052(LC T),11=1051(LC B) FORCES, let-Mex Comp,Naic Ten.-All fomes 250(b)or less except when shown. TOP CHORD 1 1¢=613X,]-8=459/0.1-2-_-00310,2-3=-714X,34= X.4 5=350/0,5£-350X.8-7=-350N BOT CHORD 14-14 74,13-1404.12 13- 4,9-105 350 WEBS 4-11.1013X,1-15SI895,412 /535.245=-572X,3-12=547X.7-9�513.4 10-221"0,5-10=-264/40. 6-9-um NOTES 1)Unbalanced floor Ilve loads(lave been considered for(Ms design. 2)WI plazas ate 3M W20 unless otherMse Io1realed. 3)Recornmend 24 shongbacia,on edge,spaced at I0-DO oc and fastened to each Imss wilt b10d(0.131'%3')reds. Slralgbacka to be agactled to wells at their order ends or reslralned by other means. 4)CAUTION,Do net erect tnus bac naanls. V WAflNNe o,,Celpn pvamNen-1 Moo a.ON TNl4 AND L.MIIENPFFEMNCE FA4EAR)Inm.IOPYMIn se"YEF. ri yn wY.lw uawY1..MIeMRcmmcMx IriitleLgn.-n eWY ulUntvan.I-Wawa aW a W mhNvtlnl Wdry camRx�eol.rot 0luryllan BeWre-1Me tle41'le'mni vallylM4.NICItlIIYOIOeLpn pDeanelenaW RMYmIY FcoltwalelMtleabnY�b11'e oYaW wmerampl.Waevll a:DlMeo a�ORevan110aa.OamdMald Ya.waoan/oremrdmemmlewr.nddlM.a tamPo'wmdmm�wma�re M k' atlwgx�opledMm2aMaJto RevemcdQ�YNh lxmvo Cwr'R�d MOAY utl WOFenY Wnaae. Fol9wlad W[ImcereaoOq Ra MW Pob FMBM. gMxlbn eM�e,talNeW.elecMn Odkx¢Ip otav9ewllnvryOemY r9eMX9VIRI OWIM CAnIu.aned9Yq lQIBIMgCMgOIIMII Tenps.FL e5S10 5dely MEomgXM ovWMa Ynn Inv FMla YIMAA441BH.lee Steel.Alpe 91 R,Agxaxlb VPR4d14. p T. Tines Type Dy Py Riversae JK Homme MuraliK/ 7 1 T1020190 J1SH199P F03 FLOOR i 1 b R - 1 Warning Buildln96uPPlie., Jeksonwlle,FL --h ID:Bep&xIMNWDIseAB ryMHyRZa4-G9 2DI7 Pi 1 pRykdebaIS ' R,d,o51 ed Jen?2(Owa2LTUTd RO 1 3"'r I 4 BWe=1:11.0 Sig ] 8 5 W= 3KJ II 3O II 48,8 9aa LOADING(yeg SPACING 2-00 CSI. DEF- in goo) Saw Ud PLATES GRIP TCLL ]5.0 Nate Grip DOL 1.00 TC 0.22 Vert(LL) -0.01 ] 4999 180 MF20 2"190 TCDL 10.0 Wmba DOL 1.00 DC 0.19 VBdQL) -0.01 ] 4999 360 BOLL 0.0 Rep Shess lncr VES WB 0.11 Aorz(TL) 0.00 5 W. Na BCDL SO C da FBC2019/1PM7 MaMX-SH Weigh 321b FT=M&F,11%E LUMBER- BRACING TOPCHORD 2x9 SP No.2Qlat) TOP CHORD Stnx.1uml rxgd abeetang dlreolly applied or 4-8-6 m WOlns, BOTCHORD 2x9 SP No.201M) acal ad,"glows. WEBS 2x9 SP NO.2gla1) BOTCHORD Rigid ceilirg drectly applied or 10-0-0 M bmdng. REACTIONS. gOosae) 8=¢01N3-6,5=101/656 FORCES. (b)-Max.Comp.fiku Ten.-All torose 250(Ib)or less except w m shown. TDP CHORD 1E=3959],d5=39510,1-2=2]&b,2-3=-2T89),34=-2]eb BOTCHORD 6-7 18 WEBS 9L-0190b.1 7=N400,2 7—282/0,3-6-211M) NOTES 1)Unbalanced floor INS loads have peen Considered for Ors deaign. 2)Recommend 2x8 atmngbacks,on edge.peced a 100-0 do Said Iearaddl to each puna Will 3-10d(0131')(3')nal.. Stmrgbecks to to aftached IO walls a their Outer anile Or rasimined byother means. AWR/M'Me.Vvey CatlprrpuuMamane NElO Ne]ES¢N TMadNe YICLWEO xMEx NEFERI NCE IIGEM.1]IAm.IOOYIOIFaEPoIIEVBE �w�M Iw uz wYY WeNM11H2<onrmmlwi.Ilttle3lan kMwe1 nNYURw�{vrrn�elm Yvcwn.w1K Iw mkuMN0.1d hldy canpcnant rol Yw iyNem.Pelwe Iae.P¢da W q Ile1 V rer inial verily II'r w+ucdMlN o(tleign lvwnelars aq ggnrly Fcnpwale Iha Oelgn[Ib IM OV enf l °wugde+w. NwgYMc leaale P�aNla.Gnm9ae.x.xh.x wssweoa,e/orolnrameml»rswur.wnEwa KrNPwwYw�tlndmnenihwhq Bk' ad'ugareall�MaklMllrmllo PevenlcWWre wllNp�eNeliUJIIWaY ad poPwly6An�. rw�rlad g.M¢e rePadkg Rn ageY yaree EY BNE. ItlMCOWtaMvuN.d9hay.ereCMnatl aackq of NrEetaNIllm Mlema ie4Vlal/IPII W7•y CAxIu,0.Yd9Ok ECN IUEJIq VurrWeMl TanW.0.3aito ]ytlyllymWpn rnvluDlahan 6rm Rab.Wllule.R19 N.lee STee1.5Me 31 R.Naiuldb VRY[311. Job T. T.Type Ory Ply Riverside HomeslSirketl/JK 024]141 I + JIal FO4 FLOOD GIRDER f 1 Job Refererce mM Meming Bulling Poppies, Jelawandi,FL B.0?OaSep 202018 MiTek lMueNes,Irc. Wed Jen 1800:52:3]201] Pegl IUMNSMMAiANDI.Mifr MH_yRZa lIVI(»1DGx2_VFc3GO10VX2dP"WEJJW?C273E0117 130 1&a its TH5TRU33SNOTSVMMETHIC. Sul..1:13e PROPER ORIENTATION IS ESSEWIAL. INS 51511 3511 TNAi20 5811 3611 10n10MTMHS= 1 2 3 13 4 5 THA4[8 e �a 11 10 036 ) 8 _ 06= 56 II 3ffi 11 B6 1 60 See 30 160 430 SO Plat OXae (1CY1 12 30 Etlg l l4 D38OS011608-0Etloe118'0.18 Etl I Il0 O3-0Edoal1 '0.1-BEtloel LGADING(pal) SPACING- 2-0-0 CSI. DEAL In (lac) Weft UO PLATES GMP TOLL = Piafe Glp DOL 1.00 TC G91 Vel(LL) 0.05 9 19� 080 k4TA 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Ved(m) 8.0] 9 1999 380 MT20HS 1W/143 BOLL DO Be,S1reae Mr NO WB 0.09 Hoa(TL) D.DI ] Na we EML 5.0 Code FBC2a14/TPY200] MNdx-SH Weight:I . FT=20%F,11%E LUMBER- BRACING- TOP CHORD 9WSPNo.201at) TOPCHORD StmcbnMwmd M"Nngdlre00yapplleWor"8 mpflins, BOTCHORD 2x4 SP No.2glal) Nsept mit varicaki. WEBS 20 SP No.2glal) BOT CHORD Wgld ceiling directly applled or 10.0-0oc bracing. REACTIONS. glu%aid 12=150O100B,7=4101/038 FORCES. (Ib)-Met ComplMar.Ten.-All fame6250 gb)m less except When shown. TOP CHORD 1-12=-146M,8-]=-W WN,1-2=-133 ,2-3=-2]430,3d=-2]43N,4-5=-2]43N,Sf -2257/0 BOTCHORD 1011-0/1336,9-10.b2]03,&9-0225] WEBS &8=0/3189,1-11�'10]e,2-11=1452/0.58=-2033N,3-10=-108W0.2-102100,i9=940T,S9-MI] NOTES 1)Unbalanced Jim live loads have been considered for this design. 2)NI plane are W20 plates unleas otherwise IlMicated. 3)Ra .."2116 stmngbacks,onedge.spaced at 1000 od and tastelet to each Imes Win 3-10d(0.131'X 3')nalb. Sbongbacks to be Admired to walls at their outer ends or lastrainetl by other meow. 4)Vee Simpson Strong-Te TIVW26(&160(grtler,61 Ed Tmss)or equivalent spaced at 2-0 0 od mat staring at 311-121mm the left end to 5-11-12 toe acf buena$)to front face of top drool. 5)All all reit no.where hangar is in coM.t with lumber. 6)Hanger($)orotlwoconrredtimdevice($)shallbeprmA sulndlentNsupportc MmtWIoad(S)18151b/ownet7-2-0mtop choN. The JesigVselectlon of such danrledllon weice(s)Is the responsibility of others. T)In the LOAD CASSIS)sedtlw,loads applied W the face of the truss are noted u front(F)or back(B). LOAD CASE(S) Standard 1)Dead 4 HIM Llve Sorehead):Lumber Increase=l.00,Plate Increase-1,00 UnIf LYeds(pig Ven:]-12-10,1-6=-180 Concentrated Loader(lb) Vel:6=-1]33(F)5=9265(F)13=-1285(F) V—Adana llyCnlpnpxvmHenvWaEfOHYTE$ONTW4INOWCLYOEOIO'IENeEFEMNCEFADENM1)IAm.IWYNIEeEFOPEY$E pNIn v4Nloru»aYY'^'In�MlleMcr MVIMdes'}iaWetl eMY u(xn{namolwnawM�.a'dl[Iorm IMMWpIMMNry ewnWr'n1.rot OunfMlom M+kxe we.IM lwMihq tle�'rixrmsllalh lMofClxaMINollbJy�VerEneluaq PWwlYYgagxN lMYlelbrFbllw oVar[l lwarg Oaaan $Y Ig IMkNeOhto pevenl WctlYpabYMldid ewvebQ[I/orclwemenUAl9 rcN.FWxatl lAapm'/aM1Y.lrrweMlm Jrp ek' atlwgarep3edMMSaMu�llo pevenlcQ4te YM%TA3e IM1m1M+1+EY aq MwwlYdanapa.rw0er✓aaI9lWmrelalA9 Ne 6BOfRb Sep BIM. klikalMYeM�e,tlelNery ereclbn ml Marg o11nOetaW M1ls[byilsrni re6VIH/INI OUYIY CNMW,pMJ9aMlCAaYIPCurlWrl.ri Te1rya.FL 3M10 $d.lY MampYM aWd1e Yan fru Role YWIM&RIB N.lea ARe1.9lle J12 NeMM1Hl1 VRR4]I4. JW Trus Trues Type I Ply Foramens Hames ffinked/JK T102471Q J18059BP s FOS FLOOR 2 1 JOD Refererce D oral Menin9&iMirN BupPNz. Jekeomille,FLID. 8MIAMNWDIMW7yMHBy0R DBhWJM Ar]PBGROwwK MSXFnuFbtyb=W R� 1.0 4/d Sale-125] 4M= aW= 9Lf II 3K1 II 41 axe= 66= 1aaa- 2 3 4 5 6 ] 8 7 I$ /6 15 tE 13 12 11 10 9 3Kt 11 SG= W= E[]= ba]= 4a= SG= 9•.I' 1.611 4-011 84M18 itEe 13108 1358 /ao z-60 a.11.e zao zbw /a.0 Plane Offsets(X.YI I 'Edge 01A1.11263-0 Edeel i13'03O Edo I LOMNG(,q SPACING- 240 CSI. DEFL. in (me) UEeB L/d PLATES GRIP TOLL 75.0 Rale Grip DOL 1.00 TC 0.28 Ves(U) -0.20 1314 x921 480 ATr20 24M190 TCDI 10.0 Wmber DOL 1.00 SO 0.81 VW(TL) -0.2a 1314 >M 380 BOLL 0.0 Rep Stress Iwr YES WB D. Horx(TL) 0.05 9 n4 Ne BCDL 5.0 Can. FBC2014]1P1200] IMrx-SH Welgbh9116 17=2 F,11YeE LUMBER- BRACING TOPCHORD 2WSPIJDAD(Ilal) TOPCHORD Stiondoad wawa shemMng directly applied!or 64LD oc pulllre, BOT CHORD WSPNDAD(Ilal) except ens velbcels. WEBS 2x4 SP Na2glal) BOT CHORD Rigid cellgg 0lreclly applied or 160-0oc bracing. REACTIONS. (IDAIze) t8=1389RAechanlwl.B=13B8/Mecheniwl FORCES. (Ib)-Mac Comp.M Ten.-Ah Lomas 250(lb)or lase except Man shown. TOP CHORD 1-16-1 MM,8-9-136DO.1-2=-105]N,2�-2532/0,34=33331 ,4x-3338H1,6�-WQGAO,6-7=253ZD. 7-8-107M BOT CHORD 10.15-02003,13-11=43040,12-1393333,1Y12�/3040,10.1152003 WEBS &10=N15B8,1-15=0/1589,]-10-1502M,2-15-15029,]-119/840,2-149E40,611-80.5N,314=�Sq, 892=-55348,3-13=-55/846,4-13-41f✓0,5-12=L]fl/0 NOTES- edlone2)Refer to glydM(s)for t�to trios edge,space 3)Recommend 2xb andhecks,on edge,spaces ends or oc and lcl by other to each imas MM 3100(0.131'%3-)nails. S1mngDecks to De scathes to wells at fork oulx ends or restrained by other means. Q WA6NN0 VwlIf4Wprpvu,nlenxp FEdO XDIE3 PY 1XIa ANOWCLWED MIEN FffEFANCEV<DEI611Am.l000da 69EMFEWE. pega�WMMueoaly Min MlekA caneclwi.RktleYTkb2etlaYY�WnP�n^alers.tlxw�.aW 41wm M�M11wY WkYq ccrtM*"Hwnl.ml h n�.Pbin.sabreurnmoo . aeyw mw veANno aglcm6MadubswMaelw.maprapwlvk PD�Db xwaMivlmo uwor&a AJ�p WYJI.RIXIq FT/.Ae]EropevMrlASNrea1WYLJ nw W¢4mbd tlwlEmanlM011y.MdbaYMnFUW WlpemgrenlaWp ek' Ya1N3M1�eRAa]fNeMiyUgbpe�wacMgFe MmpMtH WuMIMeYT]gpRaYm�e e.fa PIwIJGAbEaw9�VM BBaaMFL FL 936/0 MID MrtwIM.fMMW>.Ue1a'erv.aecMagtwcNdln�amaWlnaM12'M IOWMOX�Y.DYdYaq YJI WV�4lMaaaM TenW. ]b1Y xboamnm a�tlaMB rydn 9us:Role 3a310e.219 N.Leealree1.916312.NBIOYM.VI.RR91A Jon To. Truro T,. Dy Ply Rlwmide Hrmeso"It JX ozen 3 J180599P 1 FOSA FLODP 1 1 Jon ReferBfxV o boval Memrp u Siltlllp 6upgree, Jexsomille,FL 0.0308 Sep 202018 ferretlhouldres,Ilc. Wetl Jan 1809.5232201] Pe9e1 ID:351030de AiWOl sA 7yMH_yPffi W7WkTUI9 mSBkS]TXtlXADmm_C90glh03yn90e 13.0 1-11,1' � Saye=1:25] 09= 4x7 'I UT II M1 3B II h] II 4711 09= 2 3 4 5 8 ] 3 l 16 is 14 13 12 tt 10 9 Wil s]8= 4M= 4n= 4x7= 44= 69= 3911 1 BO 4. &11-9 1158 13-11-9 i5S9 180 280 L11A O 280 130 idefe(Oneall LIEdge,03-0 8.03-0E a 12430E 13:030 LOADING tysp SPACING- 2-0-0 CBI. DEFL In (Ice) Utlefl lb PLATES GRIP TCLL ]5.0 Prete Orp DOL 1.00 TC 0.38 Ved(LL) -0.1112-13 .888 480 MT20 244190 TCDL 10.0 Lumner DOL 1.00 BC 0.01 VeM1QL) -02012-13 .910 380 RIC 0.0 Rep Stress Ina NO W0 0.58 Horz(R) 0.0] 9 Na We RIC 5.0 Code FBC2014R11 MaN31SH Woo 11110 FT=20%F,11%E LUMBER BRAMG, TOP CHORD 2x4SPNo.1D(flat) TOP CHORD Structure!xwtlslleathing dlrectlyapplied a6-0 oc pudllre, BOT CHORD 2x4 SP No,ID(Vat) except end vadkaLs. WEBS 2x4 SP No.2(flat) BOTCHORD Rind railing directly applled or 1 000 oc breddg. REACTIONS. finance) 16=1]49Mecheniral,9-_1]49rMecharucal FORCES. (!b)-Max Comp.rMax.Ten. All fomes 250 gb)or less except S11en shored. TOP CHORD 1-16-1]424,8.9-17424,1-2=1404I2�-335A0,3-0=4425/0,4-5-442M,S6-1,12&0.8 1=33574, ]-8=140(4 BOT CHORD 141 E= 2fde,13-14=N4IX32,12-13-dM25,1112�/d032,10 11 50 WEBS 610=4205],1-15=02(,57,7-10-19aldl 2-1S-19 ,7-1144082,2-14=0/1082,6-11=-104]4,31 L--104]4, 5-12=41015,313=01015,512=3]&0,4-13=E]8,m NOTES 1)Unbalanced floor live foods have been conaildered for title dssig, 2)Refer to girder(e)for utas to cuss coalartame, 3)Recommen0 M strocgimcks,on edge,spaced at 10.00 oc and hastened to each truss a th 3-100(0.131'X 3')nails. StrongbacKs to be attached to walls at ther outer ends or testedre l by other meere. LOAD CASE(S) Standard! 1)Dead♦Floor Live(balanced):Lumber Ilwmaee=1.00 Plate Increase=1.00 Uniiotm Loads(pit) Ven:9-16=10,1-0=-220 AW49MWOVMIy O nMpVmmHmvMaEIe HOIEEON1a1a4Nn YlrtYOEOYnERaEFERANCEV<OEIM]OAm.lO0.YN159EEOPEUSE ��' Wibn WNbrun Y MIIekIDcmrvdcs MSIXK�ztwzd Wyu�nr+�analaSLawrt rn3hlwml✓J'Kxal datlAq cvmpw�nL ml kmsyvMnry Beale Iha lvXd�g Ce4y,p mtrsly ety IMr[W:aollNoltleLg,pYlannlorsuM gope�IV bmpomlU g6e3Wdn YXo IMovaal a.a�9a�.DYYrol�,dl��laa>IOI..e�IWval�9alm�4„ae„ami,a,,,lm,1,ahmen,�,arw.ada.,�a�m�ymnl..,m..,,e„Imala, MiTek aYWgv�epletlM Ndalhaxllo lxavemcal4 Wml.mlile@arb Y1/YUutret, 6anWe. ,Bm.d&l<tu hdear c` F 1 E e 1MkoIM 4atNetlelNery.erecMn ad dacl�go 218 N, Mmsylem;.ceeA1L3V1A1 GUNp CXMb.e3aMaW BCA WkYp Caepmm�enl ?FL 3Y10 Nd ]yNy111I4nMIm avUtltle M1an LuafMaBiMMe,Rte N.lee ShmLSaR]IR.NemMYY.VR22314. � ��^ . ._-. JOE Tres T—Type Cy Ply RNelridJKe Homes ffinleX/ JJ T102471M Jfe0599P x FOS FLOORGIRDER 1 1 jobRImon. olIDonell MMlnilp BdWirp Supplies. Jeksormlle,FL a.wu Gs7yMH olamn gTa?amsd MiLeHed MOIRN9.62.332017Pege1 ID:36beIxIMP1W DIeRBa]yMH�RZaI-eegTa?dSVSOZMILeHR_MOIBkPoUnIeXX2yRiE0aROy I 30lid Sow-1:16.9 IM10 Iwo Me &to I MID 11 Me Iftlo MID TIL44M .6 TNLz6 THA4aff 1 2 3 17 4 5 6 ] 16 B )e 1s a 1a Iz �= n 6x6- atm tQdz M195Hs= 6x8= 65= 1z MlesNs= as 11 66 n lad a9a ].Ba 9oe t-6a 3dB zdw 1-60 PlateOffami IllEdMi f361-B Edoe1150+&0001186 Etl IIB:&SD Edmlt '&1-S Ed A112'0- bE0pe11130-1-B Etlull4&1E Edoel LARDING(psB SPLICING- 2-0-0 C&. Dil In got l]dep Ud PLATES GRIP TOLL 80.0 Pieta Grip DOL 1.00 TG 0.24 rt(LL) -0.05 13 >999 48o W20 2"180 TCDL 10.0 Lumber DOL 1.od SC O.M Vetl(TL) -0.001314 >999 360 MISSHS 2"190 BOLL GO Rep Stress loor NO WB DM Horz(TL) 0.02 9 We Na BCDL 5.0 Code FBC2014 PItO07 Nandi Weight 1121E FT=20%F,11%E LUMBER. - BRNCING- TOPCHORD BM SP DSSgIeQ TOPCHORD SlrusN2l woad something dlrectly applied!or 6-0O on pupate. BOT CHORD 2114 SP DSS(Ilah except eeM veiicall WEBS 2x4 SP No,2(Oet) BOTCHORD Rigid.Virg dradyapplied ar 1000w beading. REACTIONS. gb/size) 18=3824M38,9=3496i FORCES. (Ib)-Mar.Comp.]Max Ten. All forces 250(IM)or lass except"Oen shown. TOP CHORD 1-18=-380J/0,&9=3183x0,1 2=358&9,23=-573Ob,3i--45169�0,4-5=-614910,5�-614910,6-]=435&11, 7-6=26i BOT CHORD 141 S=ckeent1&14=0'5]30,12-1MUNN49.11-12-W4389,10-11-V602 WEBS &10.-OIYA4.1-15_-Ni-4929,2-1 71m,]-to=249&1),2-14 3 1- 006,b14�M7A),611]21A),7-11X2369, 4-13=-98110,3-13_-0/662,5-12=1253A,6-12�652 NOTES 1)Unbalanced floor live loads most been considered for this design. 2)All plates are W20 plates unless othelwrse Indicated. 3)Recommend 2x6 stro0gEacks,on edge,spaced at 10-0-0 oc and ladened to eadl imam with 3-1M(0.131"K T)rens. Stmngbeci s to be aXxhed m wall,at their caner ends or redminetl by other means. 4)Use Brennan Strong-Tle THM26(8-18d Gilder,6-16d Trus,)or equivalent at SS 12 from the lett eM to connect treated)to front Mw of top ollold,skewed 0.0 tleg.to Me right,slapitq 0.0 deg.down. 5)Use Simpson Strong-Tie Ti(&160 Girder,6-165 Truss)or equivalent spaced at 2-0-0 oc max.star8ng at 1512 from the aft eat to 4-512 no connect trusses)to ba[k face of top lord. 6)Fill of nall holes wTem hangar Is in oontact el lumber. 7)In Me LOAD CASE(S)amfion,loads applied to the faze of Ne Imss are noted as front(F)or back(B). LOAD CME(S) Standard 1)Dead a Floor Live(balanced):Lumber Increase=1.00,Plate Increaee=1.00 Uniform Loads(pit) Ven:416=-10,1-0=-180 ConwMmdol Loads Do) Verb 2,1 M5(B)4=1(u45(B)1)=1265(B)In-12M(F) �W4MIw6VMh Onpn Penmelva mONE4a NaTE,PV]XSFXO MCLVDEO MREI(aEEEPEN[EP4aEW]ITJnr.10M^AISBEFONE Nl6k(MNMWnlqMiUmyM0gMM>WSMltlns�RWep]mnggloedankB�Wwuswl�welexa.ewixvMwVnW!.2i+a9IMmrerylYcaMaalwMleYeMcdMtMbotpWclaademgveecA]aenNwYcimwMcnd�riimMWl.qR,¢.cxdiIxtlVbWMlagn9mIHnPUelII�UMsxxMmalguMHMyx,lJntlxMtmlaaLM[.vYuLxYallw�eywmlneFltb♦nCJslene�YtlJaa'a],Wan{w^PcIat ttUnnm1aAeMlmwemrsedmaav lnmdzmntlwMOdkro.hlYafeVa.�oamYA�xfdxY-d0Uv9M+lkeWdabnM1dP�tlddBlae d<WmaSdIMFr,�M[aIa,xtlWqam�pec'qnoan m•CdcodwU�lreOoSTwEnmx.,mxeie atow.vwmErnldi llm :w 0M6 908iTPeehka' w )?Ae own InBRale nurture.218 N.lee SM1ef.oda]12 Ntaxansl VAMIAienpeFL 3E ]tl810d'4 JOD I Truss Type ON PN Riverside HomeslSiIXea/JK nazntds J1Bo580P I FO) GABLE I 1 JOE Pebrenro l.ohi Menrdm BIIIOIrU SWplies, Jaheomilla,FL 6.03055ep292018M'ITeklnEus r-,lr[. Wed Jen160lhSFL4201) Pagel iD:38DBIxIMAIW 01eABaTyMHyRZa0.dmEmteIGAYO__mrtgVDYyizgINSFLM1HCMg� "I Sees lr7.s ao 1l 3q= 2 3 S 5 6 ) B 0 1p 4 to 17 16 15 14 13 12 11 10 1$tx 2&12 3-to-12 sAl2ii 2 )-00-12 42-12 1a612 t.z.1z 1io id-0 110 140 1-1-0 I. 1JL —Pud.oftel,(xY) [190, 8.0o-12I LOADING (psi) SPACING 2-00 CSI. DEM. In (roc) Alen tM PLATES GRIP TOLL 40.0 Flats Gdp DOL t00 TO DOB Vert(LL) ole - We 999 VT20 21W1B0 TCDL 10.0 Lumber DOL 1.W BC 0.01 V.(rL) We - We 999 BCLL 0.0 Rep Slress lncr YES WE 0.02 Hor2(11) 0.00 10 We We BOOL 5.0 Cak FBC2014RP120W Maldx-SH WelgW..5)Ib FT=201F,111E LUMBER- BRACING TOP CHORD 2x6 SP No.2(II TOP CHORD Striotu2l 000d sr der g drecily appllaC or 10-0-0do pudlm, BOT CHORD 2x4 SP No.2grat) except end ver9ta6. WEBS 2x6 SP No.2(flat) BOT CHORD Rigid cel ing disc lyapplled or 100-0w bracing. OTHERS 2x9 SP No.2(flao REAGRONS. All Deadngs10&12. (lb)- Morro. All reacti.2W Ib or I.atjoint(s)10,10,11,12,13,14,15,16,1) FORCES (Ib)-Max.Comp RAaa Ten. Allforces250(iloorlessaxaptwfiensbown. NOTES 1)All plates are 1.5x4 W20 unless otllmMse iMlcated. 2)Gable rrei irm H.O.conDoltom Nlord beedng. 3)Tries to be fullysheatbed hom ori face or securely bracetl against lateral movemem(i.e.diagonal weo). 4)Gallle stWs soared M 110 oc. 5)Recommend 20 strongtra&S,on edge,spaced at 10-0-0 oc antl fastened to mch buss Wilt 3-100(0.131 X 3')now. Strongbaoks to De atlamed to Walls at trier outer soda or marained by omen meam. 6)CAUTION,Do rot erect tries backwards. WARN— VMly Culenpvarne(weanO aFIO NOrES WI IM6INe WLLY0E0 MIIEaaEFEMNCE FIEEMR)<7l m.lOVl"MISaEH1aEYY. �ldHlw MYNT AYIeX®crnrecbn.Mi Mf.Mp KlnxlaJYupcn yEamNars.Ywwrt fills lomMhk]mWdrg cxnPwunVai IrrmayNem Palos leCNe daBp dswp�etmW veTy11'eagYCRRINoId j7l poraneleeatl gWerlYhrfoNaalelNtlearonhrlolMovwtll dIOI40ex?n.ba'lp AMCNed6b FfeVaNi MxLhgMhFAMrttWEw.1�aN/orclwrtlmamlxrsaYY.f.6ibdlemR WmtllmruE¢nlllla]rq k• tW/WareQledMMQaMmJ'\o gevanlcMcpz HID Ia.WMe�ImWhWry aq gcpedV dvn�, iorpirladgldmce ra2vJp Rn ggelPI tl aM0. ghkgryM ilaa,',e.tltltvay ereclkn Tld Irg ollnmaaMllMSNbmi mCW91/MI WAN Ciawlo.p9BdeYM SfJIWMrq CaryirMl yytlhyypmpbn VdcNehan➢Imflole[mIMe.Rte N.Ire 51rm1.9Ele JIx NBXmtLN VRR'ldl<. iarrye,413210 Job T. Tmw Type Oty Ply Ri,mum eHomesMineri X / T1024]146 J160599P r F06 Four 3 1 Job PerriN Memrp BYll4'llp Supplies, JekspMlle,FL WD1aASeyro ynaTdiinuviinamarr)V.wi�io(=..�. hHcA , age 1 10:%b&tlMNWDIeABe]yMH_yRZs4AmErnLetGAYO a1meVEYyipF1U06BZbHCAF]gw00x 1-tH0 � 3.12 2D0 011T8 Scale=12a5 4x4= 1.N4 11 1 Ea4 II L6xl- 1b7 R 3 4 5 8 ] 8 15 14 13 12 11 10 0 : 400 16912 13312 14P12 1U 26-0 60-12 2'60 180 PIam OMs YI 11 Etl0e 81160-1-e E00el1 ]'0-IA,Dtr121 U.M.. (paf) SPACINd- 280 C&- DEFL in ow) Well Ld PLATES GRIP TCL' 40.0 FMte Grip OOL I.W TC 0.82 Wht(LL) -0.1211-12 >999 460 MT2o 244/190 TOM 10.0 Lumber DOL 1.00 BC 0.]2 Vart -0.1]11-12 >90 3e0 BCLL D.D Rep Strew qcr YES WB 0.26 Hoa(TL) 0.03 9 We We BCOL 5.0 Code FBC2014?PQ00] Matrix-SH Weight 6416 FT=20%F,11%E LUMBER- BRACING' TOPCHORO 2x4 SP No.2(Mt) TOPCHORD Structural wood sheathing directly applied or 60-0oc pudlns, BOT CHORD 2x4 SP No.2(8M) emegI and ve111mU. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 1080 oc branding. REACTIONS. Rei 16 01/05-0,9=79!10112 FORCE& gb)-Mae.Comp.lila%Ten. Allforces250(Ib)ortewexceptw4enshown. TOP CHORD 1-1E=-J96tl,8-9=-]69A1,1-2=81&O,23=-1456b,3-0=1686N,45=-188&/0,58=-18660,6]=1483rd, 15=W11 BOT CHORD 814-10 1181,1314_-0/1]41,12-13=4115 11-12-0/1]36,1U-11911160 WEBS 610-_O 15=d926,P10=B82/0,2-15=E829ll,]-11914 ,2-14=d4]1,8-11=436q,3-14=A50.b, 6-12-M417,3 13=-231488,4-13=-32G0 NOTES- 1)Unbalanced Moor live loads have been considered Iorthls mal 2)All plates are and MT20 unleem dhereme Indicated. 3)Recommend 2x6 maingbacks,on edge,special at t0-0-0 oc and mounted to each tome,Who 3-10d(0.131'X 3-)nails. StrongDacks to be attached to walls at their outer ends or wtrelned by other means. 4)CAUTION,Do rot erect Imes backwards. Q wencem.VYllyaNpnpvennlaeelW aE40Nelee ON lYPa4e0WCt UOEO hma PEFEWNcalama.'er-10V in aeon"ea �gi WklMueaYyvAfl MlHAcwvecbn.Otck'ipnkbaad wiY Nx^1 W1m1e1m5wncm1lz lw mYJFAxxM I>.Xd�p cwnWrffnl rot Ian,ceen .an" v¢.IIw pYdx1 tl%.g1'H mrtiveNYlln[trIMICN111Yo111efMn pxmnldsWpaPellY bcwpxOk IMW endo linweld WdgtKOT1.Pa Jq MtMa]tblMBvanl WclMgdMtlhtlWll�weOaM/wclKKtln�emtac MY.PGdiIIwW bn0.`1aYwggmwmaM Ma]1p e kR+aAre411e0 knrM#MmtlbpevwAWVmuM WaGs[eanM rdaY vrl VepwlYOanay. ra4 iwdPpwuv ie0�11M tlw eYW Po4a EM BM4. yMA-plbn,rlpepe.MN1ay.gecb,rnl boWgof In 4 OMIn>Ityloma 911b J1 .W/MI4YIy CIMk.OFed9a•1 eCNMYIPCmpaneN lyaly Y/ymybl PWLe fiwn InmlMle Y61M1iae.Ola N.lee Sheet. 1.ONaav]h VARTIIE. Te,FL 3w10 Job T s T.Type OlY Ply possess HomesrHilketINK T102A7147 I J18058BP a Bob Floor B 1 JOE Refererce D BOnel Mormog Boilaing supplies, Je6sOMIII FL 8.660s Sep 292018 MRek lnbadtri�.lw. Wed Jen 1008:52:35201] Paget ID:3610,04AA115he )6MHyR2S45Yo0?WAl U9Hh0Vt PSOgSAF_WaIBIVOWOwogWUBOw o-1e 3-0 H of 10-0� i 2o-0 3D a=124.0 15ol- 1Sx4 II 1.5x4 II 1.64- 3 4 5 0 ] 0 10 J F215 14 13 12 it 10 0-74) _ 44= 1S9 400 10.100 13L0 14100 180 280 6100 280 1d0 p,,e,,mi Jj,Edi'0-tE Etloel i 118'D•1A 04121 LOADING(pd) SPACIN(t 200 C&. DEFL In pop) Videll lPo PLATES GRIP TILL 40.0 Plse Glp DOL 1.00 TC 081 Ved(LL( -0.1211-12 >899 463 Mr20 2440180 TCDL 11).0 Lumber DOL 1.00 BG O.J2 Ved(TL) -0.1]11-12 >999 360 BCLIL 0.0 Rep Stress Ines YES WB 0.26 Howe) 003 9 No No BCDL S. Code FBC2014]TPY200] MaMx-SH Weill:0416 FT=20%F,ll%E LUMBER- BRACING TOPCHORD BW SP No.2gls) TOPCHORD Structure voted dealNllg drectly applied or(I od purlins, BOT CHORD 2x4 SP No.2glet) excaptendvedces. WEBS BW SP No.2gls) BOTCHORD Rigid calling drectly applied or 160-0 oe heeding. REACTIONS. (INd2e) 18=]961650,9_]9610-SO FORCES. (Ib)-Max.Comp.IMax.Ten. All IomY 250(Ib)or less except Men shown. TOPGHORD 1-18=-]9210,8-&=TMN.1-2=82040,2-3=-t46b0,3i=-18]2N,4jx-113MPo,58=-18M/0,&]=1486m, 8 8188 BOT CHORD U-15#11161,1314=b17-10-8130,2-15,11-12=b11 10-fl9'1162 WEBS 61Rb&419,15=3BOT,]-10-13-322-15=8591V,]-11-0/482,2-14=b4]4,6-11=d40q,314=4Silo, 6-12=-28/418,3-13=2&486,4-13=32b0 NOTES 1)Unwonted floor It.load.have been considered for this design. 2)AI plate,are 3x3 W20 uMeas dhewlso Indicated. 3)Recommend 2x6 strongthI on edge,spaced at 10-DO oc and ladened to each two WM 3-101(0.131X 3')nets. Stmngbacks to be attached to xslls at their outer orals or restrained by other meow. Q WInXM4-VMrytlWpn Poemlva all READ NOTES ON lIX4ANo7.LUDEa NREx PEFERAN[E FAOE M6111)nv.IDW^AIS aEPoNE UE IF mmYs .pr YV I', bossed meal mm, ,9gnkbratlwYY Woo f+111m,^Iwa Nwmtm wYed MIWL,YWIMMp can,Weleo's rysl eslwe ue.Iia WWpdeeglelmul WAH IM q{IkddlyoltlMPeWmmiersuq ppMllYkM laM lidtleeLie Nb lM ovrcp WQxIe.BacLRMkaledklo Gmvenll .pbgolFxluM JMmweO Wl/u WltlmaMelapYV AWEOIVY bmSuoy Wlpartoenidudxl MiTeK ttl'ua@1e[WDetl MCIWIIYaMIO PBVMicd1W/�VIIhK�1e pM�mYLdryadlxgalYllxee�e.rp�eatl 9,ww:em9oeale ex. 6D 14MWWR iIaWe.MHely.aecAnadlx¢L'V Ol nlmtSatlnwflxlAllt 9e6AXWM1OMM1 OXnh.D96da YA 1CMNtlgConpwdla Da Feet EW.M. Mtly InlwmoXan me]IRAe M1an I�Rule LSXMe.218 N.lee5M1ee1,aLb312 NevOtlllo.VAY[JII. ie,rya,FL ]YID Jab T. T.Type Ory Ply Riverside Homes Mirl'.ee I JK 710247148 J1B05WP FID FLOOR 2 1 Jab Refererme National) Mmtlryl BUlldnB Supplies, Jalmomille,FL 8.0305Ssp I-I yRZMRexlntlustrieslrc. Wetl Jen 10D9:82:382017Page 1 I D3001 W4MN W DIeABeryIAHyRZN-ZBMbC01_mpeCMDze%3d NnP2gC V W Be_IwflACIxuB W I 1.30 ar 10,11 2-00 o-H tae i Scale 1238 15a II 1.SN II 4x7= 14x7 2 3 4 5 6 T 3 q 4 16 15 14 13 12 11 10 0 N- 4,,4 618 O4B 14$0 61-0 2-30 414 PI 09 IXY)- It EtlpeO -8118:0. Eccel LOADINp(psB SPACINp- 2-0-0 C81. OEFL In (loc) gtleB LX PLATES pfllP TCLL 40.0 Plefe Gdp DOL 1.00 TC 0.53 VM(U) -0.101314 s999 480 WOO 24 90 TCDL 10.0 Wm0er DOL 1.00 BC 0.83 Ved(R.) -0.141314 s999 380 BCLL 0.0 Rep Shess lrer YES WB 0.26 Horz(R) 0.03 9 Ne Ne BCDL SO Code FBC2014 PROW Ma1dx-SH WeIgM:8310 R=20%F,11%E LUMBER- - BRAC1W- TOPCHORD 34SPNo.20191) TOPCHORD Slructund Woodsheelhing cIohpyapplletlar6-0-0acpurfhs, BOTCHORD 214 SP No.2plat) except erp medicine. WEBS 2x4 SP No.2(11N) BOTCHORD Rigid milling dr¢ally epphad!or 160.0 so beading. REACTIONS. (INalxe) 16=784/Machendal,9=784RAxhanlcal FORCES. Pb)-Mex.ComplMm Tan.-All forces 250(Ib)or less except When shoWh. TOP CHORD 16=-RM,8-9=-A9X,1-2=802b,2-3=1417/Q 34=1787X,4 5=-1787M,6@ 1787Q 67=14171), 7 E=802/0 BOTCHORD 14-15=W1132,131 aA1682,12-13=41787,11-12=0/1682,10.11M/1132 WEBS 8-1091)04,1-15=1)804.7-10842X,2-15=♦A4Y ,7-1 14V .2-14-W452,&11-J21X,3-t4 21X, 6-12=41/435,313=41/435,4-13--2851).5-12=2859 NOTES 1)Unbalanced floor Ilve loads have bean considered for this design. 2)All plates ere 3 el W20 unless otherwise hIdeated. 3)Refer to Streets)for truss to Imus conne0ons 4)Rewmmend 2B stmngbacks,.edge,Spread!.1104O x and fastenetl to each imss Will 3104(0.131'XX)ru ls. Simngb s to be attached!to Walls at their outer ends or restrelrWd by other pleare. Q WAMWO-VWry Celpnpxxml✓e uW ses.NOTES ON iNS ANO YICL UOEn WIE.eEFEMNCEYI4E MY)M m,IOOYNISeF£OnEY9E. 1eWr WtlbusaYy.I&T. cnw..,oienkbaetl WV rWm¢Iav9wxT adhlamMIWd lower wmFarenL rot Inpryalwn.BBMeu&Y¢IxIJp tlRbIM WuuvWWymeal;4cmlW oldaePr Wmielenatl P^WnYM4puab XW tlmyrrNblM oVArf WdYdMT.feRi']NxM' la]hbITBVerriWr'ALVMXTA]uxPr Web VrccNutlmenWmUiy.AWbxl Wr�paaYatlWrrvw4lx IN MO Nproddre94etle etwr, hpevaperi4fMNlzdxe�how r, ootl RapWlydln�. Fx WrwalW4�ne iBp�s9AW ill goi Nnope.tl9NerY.a%bn Rworate 1ule.21m...1.M16rn6faeVIVMl 0AIdsis n140fSA9Oq N'II MIMYttugaxnt 4eN FUXeF iBNtl. SdNy Y/gmdlur 4µytle M1an trim FMle Mllub.2le N.lee Slrcel.eJRJ1R.IlexUYM VNYrl414. Terryk.R AYtO 'Job Two Two Type Oy PIY Rivmeids Howe Sa08/JK T1024)I4B 11160690/ a Fit Flom 2 1 eRel 09.62:3612017 Manning BUlldinp Splies,upJexemlNlle,FL IS ID'36e0MIMAiWDIeABe7yMHyRZ DMM0 np8DMDV NnBKOGTw8 11 CpuBW 1G2-04) G 2�-- OD 0�� Buds 115A �{= 1.5011 _ 1b.6= 2 3 4 10 9 0 4x1 )� 6 ao= Ism 11 y3 I a3 II i.g0 660 5-00 8100 BLO 1b0 2100 080 1-100 1E-0 PI 1 Ort 01a DCVI 18'0-1-BEtloel LOADING (pal SPACING 2-0O C81. DEFL In (l0c) UCe0 lM PLATES GRIP TCLL 40.0 Plate Gdp DOL 1.00 TC 0.45 Ved(LL) _tf N 78 s999 480 MT20 244/190 TOM 40.0 Lumber OOL 1.110 BC 0.3] Ve0(R) 41.05 Z8 s999 350 BCLL 0.0 Rep Stress lnm VES WB 0.13 HoO(TL) 0.01 5 I We BCDL 5.0 Cotle FBG201MPI200] Mdoa SH We1pNl:Sl lb FT=20%F,11%E "I'll SRACING- TOPCHORD act SP No.2(ft) TOPCHORD Slludural vmod s0ealNrq dredy applled or Ino purlins, BOT CHORD aM SP 110.2gled) euepl and rerficall WEBS No SP 110.2glat) BOTCHORD Rigid oalling Cireclly al or 10.00 all bracing. REACTIONS. (IWsize) 11 7145'63-0,5=WSMectleMsal FORCES. III Max.Comp.Mlax.Ten.-All forces 250(Ib)or Ieae except v41en Sb0vm. TOP CHORD 1-11=43".54_-03900,1-2-2950,2-3=5 ,3a=Sol 4-5=-29]b BOT CHORD 110=0`568.&9-9/555,]8-0/553 WEBS S7�447,1-10 0443,a7=10l 2-10=41810 NOTE& 1)DMalented floor lies loads Naw Deen considered fro llb design. 2)Refer to gleans)for two to two oarown0ns. 3)Recommend 2x6 stmngbecks,on edge,spaced at 10-00 op I fastaned to eaM trues WM 3104(D.131X 3')ai Stengbacks to Ine anacfled to ua115 at Meir ONer ands or restrained by enterMi meads. Q a�aNan v«ryawae R..,w.a a +as r s rrt r v aro USE 55-21 pq�um Mare«Ir�nmM a roe. InesMMn MI IMMedr9 r mIv W • 1 • 1 I. rr m,�,g decor. a«wNd�aladaMpr�al5a�ku,, �,•.�Mr MiTek' 6RwOKm9Jre]ravktllYaMbge Iwlk4xs IA vl WN^b ]w F rni9P ga w 6aW rNa FV16N6 gYx5-21Lylg4gy rleN¢ry er IWraghwAp olnuvw y51em AXWI/II4MwIIly CMwiu OSB 99 arA aC WMdng Cwnpananl Telrye,FL 3K10 too,l ar.r.l4n mtlMae Fo i Rale lrWlMx.RIBN Iee Sh IAIIx]I Nem]IIa VP22 Job T. i Tmss Type OIY Ply RivasMe Homes A3aralli T102I715D IJ160699P a F12 Raor 3 i Job Refeader,JOEhineg _ Meaning Binding Supplies, -JekcomAlle,FL ID.3 xIMNWDleABei yR]a4-1Lx PMVYSa'IMWWH21MKHFUIMM ePv mWu r 1'3.02'�0-� ei--� 11-0 ofli" 3nle•112.0 Yr,= W= 1.54 II S3= 3x3= are 15A= 1 4P7= 2 3 4 5 6 ] 16 q 4 u 13 12 11 1. 9 30 II 14= 34= I.S. ll W= 3,3= 4kt4= 36= 416 1$0 -0 400 6878-0 Sea 122-0 138E 18D 260 2Jd 0-11-0 269 280 1b0 PI Olhets Dtn I EUpe 01 BL F/'0 6 EO➢el 113'0. 6 Etl 1 11641300- 21 LOADING Ono SPACING 2A1.00 CSI. DER. In pool Vderi IM PLATES GRIP TOLL 40.0 Plate Grip DOL 0 TO0.62 Ven(LL) -0.1511-12 >999 t80 MF20 240/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Verl(TL) -0.2311-12 >]OB 360 BOLL 0.0 Pep Stater,Incr YES WB 0.23 Hora(R) 0.02 8 we Na BCDL SO Cone FBC20lVTP12007 MMdK-SH W.QN:Mlb FT=20%F,11%E LUMBER- BRACING TOP CHORD 2,41 SP No.2(8M) TOP CHORD 39uctural edi sheathing ClreMy applied or S-0-0oc purilns, BOT CHORD 284SPNo.1D(Nal) e8ceptend.rh d, WEBS 284 SP NO.P(fIM) BOTCHORD Rigid calling diredlyapplletl or 10-0-0m bating. Except: 2-2 0 oc bmdng:l2-13. REACTIONS. (IbRI2e) 15=]3805-8.8=]3H 5.8 FORCES (b)-Mac Comp./Mex Ten.-Allorces 250(Ib)wLess eirooptellen shown. TOPCHORD 1-1�-]OST,]-8=-T26O,1-2=530.0.23=-14]4q,3-0=14]44),4 -15]6q,56=-13111510.a-]=-560/0 BOT CHORD 13-141105],12-13=0114]4,11-12=414]4,10.11=0/1555,310.-0/1046 WEBS ]-8619,1-14�R88,e-a=Tl2/0,2-14=898N,810413,2-13=0O3q 5-10=-395N,313=-32&U.4-12-321/0, 411=115IJ00 NOTES 1)UMll dfloor Iiveloatlsnevebeanwmideretlfothistlaslgn. 2)Rtrwgba sto alta to,we attspecetlM10-0-0ocaMdbyother thtc meetImss vAb 310tl(0.131'X3')rmlls. SAUTIO , IOb0 eraotatlt0V(dllaattllel!ONer andm Of rMlra111etl by OtnB!mea15. 3)CAUTION,Do got erect truss beckwanls. QWIRHNaVMly htlpnpv+'m1ne NW NFgn NOiE9 gITN6 N10 WCLWEO N1ENeEFEMNCE PgaEl�f4mm.l0AHI01aaEfONEUEE vakl lwure wYYwllh M1XIekIDcaneclom.h tl,uWn`1 W11-lo-'-Lp-.1sM-liA ftl tWdrg e:omlwnem.roi mivryrlwn Selwa ..i Ionodenad popenYbc,w RMdelln bli WQt90eWM1 Wd-'bq YNMale]hbPevMltuctlMMIrcN.41W MEwMlaWwclntlmNnCaiwYY.M]IIw41emMary000 onord. 9 btlrayltt}ierlMaYtJMaelropevenlcd�.e wllN lwekAel �vl a}aYm]VWWIYOwO�. iw¢sOmalPbrceigaUNl1'e -Rlrrali-m . kMcmY alwgg.ONNery.aeclbn avfdaM 2181,,rlora 6gMem4 reeNIN/IRI WYIy MxM4pMdeaW ILNYMgCOnVUWn1 Tags.R.=10 y/MYNmMan wHRh Ymn IngflUp Im111U1e.219 N.Lee$hcei,elle JIR.McXwrteVi VT22J14. Job T. As Type OtY Ply RiversMe Hore.ffihetl/JK T1024]151 J.,hrigP R F12A Ft xw Order 1 1 job Ipprivisell wheal..all,Suppnes, Jekepmlle,FL s.moseeproemomuexlnoimmes,im.. nru rai ieo .:.moo�., � ID386&aMAiW DKABe]yMH_yRZ54W%UMtliIlEJP3r3U0 W1U(jolWvegnlOygHCEgB1TAGsnR(1t Iii JO 240 OF 11-0_� I-I Ins..123.2 3M II 471 THA926 1.6u4= 2 3 4 5 9 ] la 15 N 13 12 11 10 9 ale II M 1 4] II as, I are 60 440 ]1-0 B-]-12 49-0 122-0 F 1390 1-BO 260 3d0 id12 Mo 2$0 1-0L PIN OpseU(Xy'1 10038 Edoll)'0.160031 f/'0-1b Etl➢a1113'0300.0011 dU-tA Etl9e1 LOADING(teff SPACING 280 CSI. DEFL In (hoc) Wen (/d PLATES GRIP TGLL 40.0 PINe Grip DOL 1.00 TC 0.57 Vmd(LL) -0.11 12-13 >999 400 wU-M 2"190 TCDL 10.0 Lumber DOL 1.00 SC 0.83 Verl(TL) 8.1]12-13 x931 360 BCDL 5.0 LBcu 0.0 .- FBG20Slesse 1n19RP1200]O WB AletrixSH Horx(TL) 0.02 8 We Na Waftl 510 Ff=Nt%F,11%E LUMBER- BRACING TOPCHORD 2x4SPNo.i D(BN) TOPCHORD Slrunural wooU s0eelNlg drectly applied orb-00ac pudlls, BOTCHORD &4SPNOAD(nN) esm dandvedloNs. WEBS 2x4 SP No.2(nN) BOTCHORD Fight roiling direcby applied or 10.0.0«trading, 11 A 111011& Un i t 18=111910-58,8=14 040.5 6 FORCES. (Ib)-Max.Comp.IMax Ten-Allfolcrs25o(Ib)orlessexceptwensh0M. TOPCHORD 1-1E=-1046Po,) 1984b,1-2=0940,2-3=2932N,3L=293&0,63=3599N.SE=-3241Po,6-]=-1242/0 BOTCHORD 1445=0/1885,13-142932,1213=42932,11-123914,10.11-0/3914,9-10=1Y2314 WEBS )-9 /1789,1-15=412]6,6-9=-188]N,2-t5=-1d)4/0,8-101358,2-1d=N1659,31d=]1)/O,S1R-1150'0, d-13=]0810,5-12=53310,4-12=0/1169 NOTES t)Unbala Mfloor Ilveloadshavebeen Wnslderedforth's Jmsign. 2)All plates are 8x8 W20 unless Nhere ss irmlosted. 3)Recommend 2x8 sirongbooka,on edge,ami at 1080 to arm fastened to mach three eith 3Mcl(0.131'X3')"Is. Ssongbacks to W all to walls at their outer arms or reattend by other meates 4)CAUTION,Do not erect truss bacltwaMs. 5)Use SmprOn Sholg Tie THU26(5-160 GIme,a-16d Truss)orequivalent at 8-7-12 from the left end to oftna l smashes)to bear face of hop atom. 6)Fill all nal hams where hanger is in coMacl Mth lumber. 7)In the LOAD CASE(S)section,Imatls applled to the lace of the truss are ni as front(F)or back(B). LOAD CASE(S) Standard 1)Dead a Floor Lt.(beanced):Lumber b,,ressed 0Q Plate Increase=1.00 Unhorse Loads Ph Ve1C 8-161 1-7=400 COncensated Loatle(lb) Milt:5=1043(0) QwINOAL VaX%4 p men4RFAa Ho]Ee PY rNS Aute MGLVOEO NI1Ex NEEERANCE RA9ELt149nr.IP6annonmPoPEUEE �� pYT VW Idose Ml'MTM codiecbn.Rh«Ya,6haxldYY�D'n Manalm9xw.n.mO9(amhMWEM tuWMW canM+m,r rot Inmryddn.�bm�6e,IMb.1AfpOal9w mill vMlylla q{ik«Yfy ol�paa�reRNam gxM'�Yx✓1xWam xsaesm�Inb tte ova 11 IxA49deRp� a«ro McobOkblra'a�11vKMgoltMhS JhW W0Um1/d lwEmmNaSdYY POJMtl bmWW minennma�ILt«l,9 Mi r.A. k«xaylledaeUld SxYllywgbpevenl dAl�swlmp9W FdsdW lwxyumlxM ly Gdn�e.Fd pelNld Pd]dwsreV 4m RC 690<Pa,ke EMBNtl kGcolYxtsldlduA.arNarv.a M1d�amd«Yp 011nvuutl Mmn9191M6�e/JbIlM1011MCIMA.pMdGWgaCL Mi9�dMeaae ienPe.R]36tU 1a1MY1Ndmolbn wdetJeryan IIW hale MaINe.218 N.lBBelree1.9J431 R.Ne[dVIM.VR9J11. Jab Te a T.Type Oy Pty Riverside Horner arkett/JK T1024]152 J16058eP 1 F13 Poor 1 JobR t Bona Won'BB1141r9 Sgpgrs, Jel¢omllle,Ft a.930s Sep a024f6 MiTekintlrmuies,ilK. 'r:nd Jar,lr0'e.x:oer lT ?'a ID:MMAMNW6kA 7yMH_yR _k kg2h",D doo ZFO V28i] Ruu0p2 9Ce 014 H r 990 1-30 0.0.�18 der 2O0 SuN�129.5 4M= 1.5w4- 1SM 1SM 1 - ,JI1 1 2ex7- a 4 5 6 ] 9 0 qq S p w �4 ]` 18 16 15 14 13 12 11 38- 4ai- 4x4 tA0 118 26-0 600 ]-06 11-ed 1436 1588 1d0 o--6 1-48 z80 z-0-0 e-BO z4-0 180 Plata ORsammyI pd0 u,tMIel 18' 6Etlp 111941E 0.0. 21 f200.1E 0-0-121 LOADING(peR SPACING- 2-00 C81. DEFL In (loc) gdM - PLATES GRIP TCLL 40.0 Plate Gno DOL 1.00 TC 0.84 Ver(LL) -0.1212-13 s89e 480 AR20 244/190 TCDL 10.0 Lunber DOL 1.00 BG 0.85 Ver(TL) -0.1612-13 >952 360 BOLL 0.0 Rap Stress Inm NO WE 0.26 Hodd(R) 0.03 10 We We BCDL 5.0 Code FBC2014RP12007 MatdxSH Welght 9310 Fp=20%F,11%E LUMBER BMCWQ- TOPCHORD 2x4 SP 140.2(Ilet) TOP CHORD Structural evad.hrodhing dlrealyappiled or8-0-0 oc NMI., BOTCHORD 214 SP 140.2(gal except end yathoes. WEBS 2x4 SP No.2(tlat) BOTCHORD Rglticellingdlrectlyapplledor10 0ocbreaW, Except fi-0-0Oc Umcln0:1]46,181]. REACTIONS "I.) 1�]81/0.3E,1]=13S3I0.5E Max Grav 1�]84(LC 4),17=1383(LC 1) FORCES (lb)-Max.CompxMax Ten.-All fomes 250(lb)orless except t6lten shown. TOPCHORD 910=-]5&9,1-2=dz82.2-3-37399.3-0=-12449.4-5-1]1]x0,S8-1]1]/0, &7-1717A),7E=-130=,8E-58900 BOT CHORD 18-17-2i3 ,1518=4'921,1415 /1562,1314-0/1717,12-13=41625.11-12--rellOS WEBS 2-17=419/0,1-17-5630,911w/d8t,2-1fi_-(V933,&11=E24x0.3-18-80`210, 512=(V4 .31r01517,7-12-39210,4-15-5M,713-104 6,4-14=0/56], 514=874N NOTES 1)Unbalancetl floor the loam Ill been considered!for the design. 2)All plates ere 3x3 k4120 unless Wlrelwlee Indicated, 3)Remrnmentl 2xfi stmng0edirs,on edge,spacetl at 1040 o,and fastened to each nur a Win 3-104(0.131X 3•)ne8s. Seongbacks to W attadted to Balls at If order ends or restraned by omer meats. 4)CAUTION,Do not reed truss backeredia LOAD CASE(S) Standard 1)Deed.Floor Llve(balanced):Lumber Increase=1.00,Plate Increase-1 OO Uniform Loads(PIU Ven:10.18=10,1-9-100 Corrsmmtad Loeds Ob) Ver:1-44] Q WIPMNG-YeYry MYpnpx+'nwmWaFle NOIEeW]e6fIIa WCLYOE01fIExaE£alleNCEei4EMb]4Arw.paYAISeEWPEUSE L�*Wr Wp ro"rteaiYY.M,rNlekbccnree:lui M�4 Watl MY ugnp�analert Pnwn nMKM m MM]M d4tlYgcompu¢nL m1 x�.wan.Belle X6 dMdr9 daAxianxWwaN MegCw:�411ydONliWm,elenablaorxrlyk ab ME 4PMolMovn.f d4Spde19ri.6K1q NYMuledBbpewnldlCYYpdYN.NMermxW OKW/hied mem[en MY.PtMYn'tl Mxn�ay TtlFerrr✓aK-seda'kq e d tl'Wn*rMle♦IbLtliMm]10 VeY2^1cW4 xlNlwm>Me Pafde3 tieY m]POVelY dano6e. fa¢rtl WdTca repfr9 Me WWPW E.6MJ. feeler tlaryO.CNMry,erects m]Maclry Ol n.a, MwaMe al19MnaVlR1 YA MnC.vq U96Aaap CL NMnp CaTawnl eyely6bmpFer avddle Yen Irw Rale hNMc,21BH tae$xMl,9lle 512 Ne[aMh.VNYCOI G. Tvrye.FL 3]810 Job Thee T.Type Oq Ply Riverside Homes MirkeV/JK T10247153 J160.5BBP F14 R.Girder 1 1 �.e JOU Baronial romonsin Marriott Building Supplies, JBkearrville,FL 0.03oe Bea 2B 2018.....lntlustriee.... Wed Jan 10 Olk. 9N 2017 Pagel THMM ID,.MonsSMMWIfMeASeryMH_yll s Ukg2lsG6i4dooei FOPg2 P7P R"p2zu �= 0,10-0 38111 230 1HA62fi 21611 &0= 1 2 9 3 4 yal d8= 6 ] 8 5 6x6= 3p 11I 3Kt II PFO 31P0 6110 H-0 2 Po 0 PI rnNMs( h I Edo 030tl 118tr1E Edpel F/'P dEd 1 LOADING(pen SPACING 2-00 Ca. T L In Qac) Vde0 Ud PLATES ORIP TOLL 40.0 Flet Gtlp DOL 1.00 TC 0.5 (LL) -0.02 &] >999 400 MT20 24G190 TCDL 10.0 Lvnbar DOL 1.00 BC nA (FL) -0.03 67 >999 360BCLL 0.0 RepShea4M NO WB 05a(TL) 0.00 5 We We BCDL 5.0 Once FBC20147TP1200] ...SH Weight:381U FT 20%F.11%E 4A1BER- BRACN(3- TOP CHORD 9WSPNo.2(flat) TOP CHORD Stnesmi wood sheathing directly applied or 4-11-0x pinlre, SOT CHORD 914 SP No.2(Ba) extvt eM Mcal WEBS 2x4 SP No.2(Ba) BOT CHORD Rigid selling dlredly applied or 1000 M Imcing. REACMNS. (IU/size) 8=1451RAechanlcal,5=1134RAechai Max Gher8=1451(LC1),5=1143(LO4) FORCES. (Ib)-Mex.ConhpAlex.Ten.-Ail foxes 250(IC)or less except When O loom. TOP CHORD 1-9=143M0,65=415Y0,1-2=-1023Po,20=-1023Po,3<--1023/0 BOTCHORD 6-7- 1023 WEBS 40--0/1001,1-71801,2-7=449510,30=14360 NOTED 1)Urb.lnced 11.N.load.have been considered I«this all 2)Refer to glMer(s)for three to truss ommootions. 3)Recommend 2x6 strongbacks,On eOW.spaced at 1000 m and fsaimed to each hiss Min 3-10d(0.131'X 3')nail. S on,becks to be ansol e l to Walls at melr cuter ands or restrained by Other means. 4)Use Simpsorh Strong-Tie THM26(0-1W Glmer,6-1ed Truss)or eguiva tent spaced at 200 m max showing N 1-0-12Form the left ern to 3P12 to conned trowess)to Vent fete of top Ohmd. 5)Use Slmpam SIGN-Tie THAU6(61M Girder,6-164 TnOm)or equivalent spaced at 2 00 W max stral at 1-0-12 from the lee WM to 3 12 to canrWet Warrant to back face d top chord. 6)Pit bit Poll holes More hanger l in conic[With lumber, 7)N me,LOAD CASE(S)s o von,loads opinion!m the lace of the buas ars hated as front(F)m beck(B). LOAD CASES) Shari 1)Dead+Floor LIM(Uxlnced):L=Wr Increase=1.00,Plate Increase--100 Uniform Loads(plc Vert:5 B=40,1>=100 Cmcemrated Loads(lb) Vert:2=1039(F-M(I,B-691)9=1==-345,B=608) A � WINMen-VMIy 43tlpnpvmnWneuW NFAp NOiE9 g1 lei —W"abse M'IEFPEFEMNC erose )El]m.1MYN15.EFOPEYSE Wp Ia us aYYwmm MIeF®conredon.9ttlee�6dietl MYu4'c^po�wlers.YuwnaMhMm M1NMMpI WkhIR1 mnhq�enl.ml niusyYan Belvue Xa MilM1p deNwh hnW ve'11YIreapYNilN of tlaWjrh%YhmwlmsaNpcp-aly YicwYaole Wh cN�grhlo nn oreha CMda NI�etl W�YMIM/�ad�lop PnlcW�n�hweble Poheh✓l Y#EI�O eJ'hpepnlY��N9eti.a9�eb�VO3N��bni Na Jp e IaMralbn 51wo3a.tlelNehY.eheclkn wJM6hq olMsei sMmetSrie3)2, NosIa VAMH,X31N.a.Ed9 ogeCL&MMCmVohre BYW PoRLEW.M. 9pely Wnhmullm awlatle Yan InIDRale In911Na RI.N.IBe S1hce1.9lle JI2 NBIgMM VRR2i14. Terry0.FL.9.10 TQM T.TyPe py Ply Rivereke Homes Asked/JK T1ozn154 J160599P • FEW F rGiNa 1 3 Job RMererca u W Marring Buildn9 Supplies. Jakcomllle,FL 8.030s6ep292018MiTe UF4iealm. WedEKRV 0bBs 01] Page rO ID6060dIMNW DIeABe]yMH_yHZcb-w09U Flg&NRO.hy&])EKRV_ngObBquCMIwxIBOq 618 "a 148 1-9-1 1� ¢ 15-7 167 k0-8 0cwe.1A S TIA426 HA,26 awt ISx41: 1.5x4 '.I hla= sts 44= 5)E= IS" 11 TW= w— Ssi— 5sS 3s'l= 1 2 3 4 5 6 7 2] 8 20 9 1e 29 11 12 13 Im 25 24 0 R 21 20 fe 18 17 16 14 I.SN 113x4= 5x5= .7= 5x0_ &6= 4x4= 3d= 4x4= 6x5= Stir= Sri=1.SM 11 TRUSS 6 NOT DE91GNE0 TO SUPPORT CONCENTRATED LWOS AT ITS CANTILEVERED END(SI. B.]4 )rid PDN 11-1] 132-0 14-0DIs 16L13 16192 IBSI2 'A9d 41112 Yai 2-0�B 2d�H YdB 1816 1495 181s 1.1da92 wa Plate OVeets DLY) D'02-8031122' 02411 LOADING(psQ SPACING 2-00 CSI. DEFL In Qac) Mfi W PLATES GRIP TCU- 40.0 Plate Grip DOL 1.00 TC 005 Ved(mLL) -0.121920 >999 480 111 244/190 TCDL 10.0 Lumber DOL 1,00 BC 0.93 Vel(.`) -0.301920 s578 380 BM 0.0 Rep Senate lncr NO WB 0.99 Ho.(TL) 0.04 15 We Na BCDL 5.0 Cone FBC2014]TP1200] What MSH Was^333In FT=11% LUMBER- BRACING- TOPGHORD 2x4 SP N0.1D TOPCHORD Slludural wood shranN dredly appliem or S-0-0 a WOlns, BOTCHORD 2x4 SP No.ID euepl end ve10ces. WEBS 2x48P N0.2 BOTCHORD Rlgidc Iiingdlredlyepplletlorl0-0 bMdng, Except: e-0 0 to bmcIng:24-25.23-24,22-23. REACTIONS. Qblsins) 28=Be1N4-0,15-398Y65-0.23=11890,-&B Max Gmv 26=1113(LC 5),1 rx5988(LC 4),23=11701(LO3) FORCES. Qb)-Max.Gomp.IMax Ten-All forces 250 Qb)or leas except when shown. TOPCHORD 1-26=-29191,13-14=-295,,1-2-0'844,2-3b/844,34_-0/044,4-5-260&0, 55=-91]8,,6-7=-12916,,]-8-1420]/0,&9=14207,,410=12137M, 10.11=-8698,,11-12-3920, BOT CHORD 24-25=544/0, ,18 19 134/132.17-18 3410,21-22=822608,2621X91]8, 19201/131]9,18-199/1213],P5=705A)58,1&1]=8/3920 WEBS L23=-11]91,,12-15=5435,,2-25=-]05b,1-25=-156Y0, &1 - 32-183/615$11-16 1-25=-1555,,3,- 2 1Y0,4 -20 8, 5- 2=� 521--0925,6-21= 3] ,,6-2 -07.72 M.7-1 -01273,11-17=06092, 10-1] -3]300,10-18=(V4385, = 9-19� NOTE& 1)3-plytnas to Its ohneoledtOgetheir WsM 10d(0.13156')nallsasfdlowe: Tap chortle mlmectal as Iolbws:20-1 row st 64-0x. Bottom chords oolxadad as tdbva:20-1 roast 09-0 a. Webs connedem as ksloves:2x4-1 mwal67-0x,Except member 15122x4-1 mwat 690 or,manber 15-13 914-1 row at 0.9-0x,member 2-25 2x4-1 row M 0.9-0x,mamba 2512x4-l rowat 640x,mamba)3-24 2x4-I rowat 69-0x,mamba 24-4A4-1 row a10-90x,member 8-19 9W-1 row at 0-9-0oa member 12-162x4-1 row at 09-0 os,member t6-112x4-1 mw a1 O9-0 o0,member 422 2x4-1 row a 6&0 x,member 22-5 2x4-1 mw M P&O x,member 5212x4-1 row a 0-9-0x, member 2162x4-1 row a 0.40x,member&202x4-t mw a 09-0x,member 2072x4-1 row a 69-0x,member]-192x4- 1rowa1O9-0oam6mber119]2x4-1mwat09-0x,ma r17-102x4-1mwato-9-0x,member10.182x4-1rowM09-0 x,member1892x4-1rawat090o0,member9-1921& 1rowa1O9-000. 2)Al loafs are considered equally applied to all p11es,except it note!as Vont(F)orback(B)face In the LOAD CASE(S)se tion.Ply to plycoalxtions have been provided to tlislhbule only beds note!as(F)or(B),unless othawlse Indlcaem. 3)Unbalanced floor live loam,have been c0]sldemol for this design. 4)Basing at joings)23 consimela parallel 10 grain value using ANSVTP11 at101e to grain fmmula. Bulitling deaigner should verity raordy of bearing St 5)Load case(s)1,2,3,4,5,8,7,8,9,10,11,12 hesMave been modifled.Bulating designer mud review loads to vasty that they are oc�rmcl far the intended use of this truss. 6)Recommend 2x4 sum backs,on alga,spaced at 10-60 x and fastened to aeon Wss with 3104(0.131'l(Y)netts. SimngbeqKs to Its attaobed 10 walb atheir outer slats Or restraned by other Inserts. 7)CAUTION,Do Int Start lase backwaats. 8)Use Simpson SVon,Te THA426(&I W Ulmer,6-Hol Truss)or equyalent spaced at 2-6p no max.starling at 1 4 4 from Ilse left iO 0 VMIN0IO yaay Mr14n PwI, ..RFAa Np)6B(w MIXO NCLUOFOY1Elr a.Pl6a ifil 1.15lBldlIEV3E cosson vytl Iw—aJY V41h MIIaM49cwunciai.RhtlW4s aLvntl MVM+I' ,Wlm,ela¢.'xxl Kla In.1.IxArB,p—I,hronl.roi L—ry — Wlwa uv.11,e hrAong MawlmuelvaMllvaWAlcdWlyol tlpa¢,Mm,ele¢ap gogwyrm ate this pinlo lra wall Wllg de]prt BacFg hHttlledalogovenl0.cgLp W IItlN41wl lnswabatl/w cKvtlmemDae'wJY. leln[*+IW aW[a^^wwnl beckq adwawlu}Ya11a a3Ylllyadlo pevenl wAgre wlttl paeLYa FercwuI II&aN RgIeIIY WnW'e. ra9enaalpwlace,e9ar�p Ma p04PW EM eMtl. WwkW4n slwo3a.tl9NwY.eleclbnaul dafg o11,IHe5aN Inmbypeme weAXY/1811 YWlly C1Bxl¢.DYdPmE BCBI Butln9Callpn.nl YdNVY4pmWn aMQJe tan IM MIp Ilulmlle.YIB N.lee SaeaL 9lle 312 N9xuVJh VNY1314. Tenq.FL 3M1a Job T. Tnm Type City MY Rlwislde Homes/131nte0/JK T1(217154 J180599P FGO1 Floor Geder 1 3 J bR NI MannirM Builditg Supplies, Jakaoreille,FL eWDle ep29¢d1eMiTWgUFN6ce rc. Wed An 18EKRV 69:52:412017 PoW ID:3WNxIMNW DIaABeryMHyRZa4vr69UFAj6cKROJxy01]]EKRV_ugObByuCMtw[u9Op NOTES 9)Fill all mil holes w m hatger Is In contact mth lumber. LOM CRBE(8) Standard 1)Dead♦Floor Live(talar oed):Lumber Inerease=1.00,Plate Increase=100 Uniform Loads Ban Van:14 26=10,1-27=861,27-28-225,2&29-bl4.1x29=-225 Concentrated Loads(Ib) Vert 11-2262=- M4(F)s=rfl 8=20]911-12W 2)Dead:Wmber Increase=1.00,Plate Inorease=1.00 Uniform Loads(pit) Vert:1426=-10,1-27-881,27-28-225.28-29=U14,1329=-225 Concentrated Leads(Ib) Ven13=-2262=884(Fl 3-W4(F)8-20]911-12W 3)151 Dead a Floor Uw(uFAalanceag:lumber Increase=-1,00,Plate Increase=1.00 Unllorm Loads(pit) Ven,1426=10,1-2]=861,27-28---M28 29=614.1229-225,12-13-145 Concentrated Loads pia) Van:13=-226 2-684(1`)3=884(Fl 8=-20]911=-1280 4)2nd Dead.Floor Live(unbalanced): -umber Increase=1.00,Plate Increase=1.00 Ufflamt Loads(pin Ven:14 z6=-10,1A=Ml,4-27-%1,27-26-225,28-29=814,1129=-225 Concentrated Loads(Ib) Ven'13=2282=4ea(Fl 3-]64(F)8-20]911=12W 5)3rd Dead+Floor Lim(unbalanced):Lumber limnaase=1.00,Plate Inrreese=1.00 Uniform Loads(Mt) Van:1426=10,1i=861,4-2]=-]81,27-2 145,28-2&-53q 12-29-145,12-13-225 Concentrated Loads(to) Ven:13=-z28 z=.984/1`)3={84(Fl e=-2o]911=-lzeo 6)41h Dead♦Hear Live bnbal.ag:Lumber Irerease=1.00,Plate Inueaee=1.00 Uniform Loads(pun Vere 1x26=10,14-761,427-851,27-28-225,2B-z9_81a,1z-29=zz5.1z-13-146 Concentrated Loads pal Ven:13=-n6'2-_-7m(F)3-a fl e-20]911-1280 7)5th unbata.W Dead Lumber lurease=1.00,Plate Increase=100 Uniform Loads(pit) Von:14 1 27=-861,2]-20=-224 28-2 614,12-29-n5,12-13-14.5 C ntrated Loads Qb) Ven:13=-2262=-0 F)3=-Eenlfl 8-20]911=-1280 8)&h unbelal Dead:Umber Increase-1.00,Plate Increase=1.00 Uniform l-oads(pit) Vert:14-26=10,14-781,4-27=861,2]-28-225,28-29=614,1129=-n5 Concentrated Lo"(Ib) Ven:13=-2262=-]64(Fl 3-]84(Fl 8-20]911=12W 9)7th uMelanced Dead Lumber Increase-1 00,Plate Increas 1M Uniform Loads(pit) Vert 14-26=-10,14=661,42]=-]81,2728=-145,2&29=-W 12-29-145,12-13-225 Concomitant!Loads(Ib) Ven:13=-228 2-684(1`)3=6M4(F)8-20]911=-1280 10)BM unbalanced Dead:Umber Increese=l.0o,Plate Increase=1.00 Unino.Loads(pin Vert:14-26=-10,ti=-]81,4-2]-861,27-28-225,2&29=614,12-29=225,12-13-145 Concentrated Loads(lb) Ven:13-n62-]64(F)3-764(1`)e-20]911=12(10 11) tat viraw Dead♦Floor Live(unbalanced):Lumber Increwe=1.00,Plate Increase=1.00 Uniform Loads(pull Ven:14-26-10,1-3-861,3 -]81,427-881,2]-28=-225,28- > 614,12-29=-225,12-13-145 Ccmcentrated Lcaas(m) Vem..13_n62=- (F)3-725(F)8-20]911-1280 12)2nd ctese Deal.Floor Uw(immiance0):Wmbn Increase=1.04 Plate mrease=1.00 Uniform Lee&(pit) Vert 1426=10,1-2=781,2-27=MI,27-z 225.2&z -614,12-29-225,12-13=145 Concentrated Loads(Ib) Ven:13=-2282-722(F)3= W(Fl8=-207811=-1280 Vw.axnc.r.,mmnww•*+�•waewnxprea a+nas4xo wcuceu4urtaaa=sawxa..eerre-rn,«.rmwaneaeroaeuee �r u.namm eaiYw6m rxlexbcamracm,c PeuaSMx�eMaretl MYUWnryautnelm Towrt aMkM Wim -ca Mtlmmm m.a,enl.rol ` ga�.Y9arn.eewre Xn Midar9 daapiernxawnN ll�e¢armtlNaavepnwm�elersa Jwope�rybcwwrne msaeyn mon¢ove�ai eyp�i.Natl'pppL lalebgevenipiaMYp WIrcIAMW AmxeDaMUV Gertlmembas wYY.,VlYad bmpaaryand FanY9nnl GatJig Mire k' etlWm+n«leeda,r9mtlNaarorseremcma vJmp#Ae Ceircer3 r6.Ya,dprm.rlYamape. ra B�anrtl Pa>aKa ne9>tdN lin mw v. Er Mwa. wenlwv oo,ope.dan«Y,eraaaan ane baalnxnollnl�. andMgMama NaSWI/INlawyea.labsamara sell w4sr9eoar,or.m 1. vt ero sd.M laomrawnawmaaom uuslwe ndwla,elan.lea sxeetswan.ae.a,rdwvn 22a1e. ^v= 11 a Job To. T.Type Ory Ply Riyelwde Homes Minuet l JK o24J1W J let yP a FUR HALF HIP 1 3 to Rei obi MenNl9 Building Supplies, Jellnobille,FL IDae08MM ANDIGABerylifli y Wil T4 NaH6XNJq.T 14pFeAOWa7eegPNa Op 180 02-12 '1"7"7 803 10.61 1322 15&3 1&2J 2886 232.7 2510.4 180 2812 144 220 2]-13 281 261 2&1 241 2$1 2-]-13 .W 143.6 Tai 12 ®g= BiB= 1.50 II 39= 30= 3W= 1.SW II fi6= pq 2 3 4 29 5 30 316 32 7 B W 31 9 10 36 11 3812 �qt 23 22 21 20 19 18 17 16 15 14 13 9x8 II '4411 &a= 2se II Seal h10M120Ns W11 1-60 4212 5103 8-03 1081 132-2 1583 160, 22:- 232] 2Si64 1$0 2&12 1-]4 2-2U 2]93 281 264 281 281 ae 2443 Plate OffWs(X,Y)- [1:04-0,0.2-11),[90.&4,0.2-0),[5:038.618],[9:0.2-12,0341.110:038,018),[11:038,0.18),[14:D38,0-18[,[15:030,0.18],[16:038.0.18], 1 fl05-0o-541118' 3&6181121'03 81 122'038 81 LOADING(psB �SPACINO- 1-2-0 C81. DEFL in Qm) Weil Ud PLATES amp TCLL 40.0 Plate Grip DOL 1.00 TO 0.96 Vet(LL) -0.51 18 >603 3W Net 24M190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Ved(TL) -1.15 18 >266 240 MTPOHS 1071143 BGLL 0.0 Rep Fitresslna NO WB O.P HOrr(TL) 0.10 13 We No BCDL 5.0 Coda FBC2014RPI2007 Metrix-MSH Wbk(LL) 0.32 18 >957 240 Welght44816 Fn=2o% LUMBER- BRACING TOPCHORD 914 SP DSS•Extal TOPCHORD Structural want sheathing drectly applied, except end vamoss. 1-2:2x4 SP No.2 BOTCHORD Rigid calling dimay applied or 10.00 oc bacing. BOT CHORD 2x8 SP OSS WEBS 914 SP N0.2 SLIDER Left 2W SP N0.214-12 REACTIONS. (IWSUO) 1=380810.5-8,13�613q 4-12 Men Hon, 1=18(LC 12) Max Uplift 13=223(LC 9) FORCES. (lb)-Mex.CompMax Ten.-All fomes 25)Ob)or less except when shown. TOP CHORD 1-2=233l2�-104fftl 31-166869,4-5=-186869.5 c-2173110,&7=2255510, 78=-I?Mfi fEr.8�-22069/437,9-10=19074/691,1011=-129481662,11-12=6W9/J84, 12-13=-3418221 BOT CHORD 1-23=0,3940,22-23=0k013,2 1-2 2=0/10 4 8 7,20.21=N166B6,1928 16686, 18-19=021731,1]-18=022809,18-17=010/19438,15-18di62/12848,14-15=3&4/6609 WEBS 2-23--de49,3-22=53118A),2-22=015`151,4 21=-bilfak),3-21=0nQn 520=2800,0, 519-3 675,&19=159Y/1,018=143910,7-18=41ehist,7-17=-748(0, &17=1331A67,12-14=41WM,11-11-341W19.1 10.15 0,114`125, 10-16-26),6891.9-16=8252/175,417=012999 NOTES 1)SMIe ss to be connected togeUerwi8110d(0.131W)bila as idiom Top chords onmended ce 1.11. 2x1-1 rowat 0-7-0¢. Bottom chords OJRlected as follower 20-2 rows staggered at 1-0-0a. Wets connected s blows:2x4-1 row at 1-0.0 ac. 2)All loads are considered equally apppad to all piles,except If noted as frond(F)or bark(8)lace In the LOAD CASE(S)section.Ply to ply connectors have been proyded to distribute wry bees noted as(F)or(8),unless otherwise Indicated. 3)W IM:ASCE 7-10;Vult=130mpn(3-second gust)Vaso=101 mph;TCDL-4.2psf',BCDL=3.0ps1;h=2511t;B=45X;L=26X:eave=4tt;Cal. Il;Exp C:End.,GCp1=0.18;MW FPS(dire dional)and!0 C Ewedor(2)02-12 to 5-84,Into lor(1)S37 to 25&B zone;cantilever left agnsed;and ve0ical left expceeQC-C for members and forces 8 MFRS for reactors shown;Lumber DOL=160 plate grip DOL=1.6t) 4)Provltle bureau,drainage to prevent water poMbg. 5)At plazas are W20 Firms unless oihewbas Indicated. 8)Al plaice are 3x10 MT20 unless otherwise indicated. 7)This Voss has been designed lot a 100 put bottom chord Ina bad noncorwunent with arty other INe/cads. B)•This truss hes been designed for a live load of 20 opat on the ba tom'am in all areas where a rectangle sa 0 tall by 2-GO)We wi11 lit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of tmss to beating plate capable of willwtanding 22316 bash at tons 13, QwAWlwa.sm,,, =WN pvwMwewlaaFIO NOBS p1ig3 ANO NCLWfe MIEN IIEFFa4XLYY1aEY]IAm.le0.VMI6 aEFp/1E usE baeg,v[ld!wase wiYw'ilh f.1NekAcar¢cb,x.Mitle=kn kPxed W Y Wen M alwlei4qun.ax1151wm MIN?M b.1XAp cwnpaianl.roi 91m5yNem Paine ve.Iredlrlxltl Cpl mlrslve11y1M4GticdMllYo(daiYm P/lxnelenwW gcM114FcwpwaH lMtlei6nlnloll'e wwd R•1' dYre90MtIn. H1cI,91YAcaltdhMMevmllxNh3W11tlMYUAIww&�aGncMOmemlYai wYY.NMtlwM RmPwW axlcemwwnlb lV kdwayir QJed Ica o",os c.evenuc .1 see %anew rgry a0,w%xaYOm,0."w fwµsiaM PYW1ce 1eOwOpIo sese, YMibWe.d&Nery we.Bobnbgollnafe..1.awlloll, MrYIM10WMY Mx140.Wd9Yk kLfl6ukSn9<:NrNrenl reMPub FAN BNa. 4yyf yagmeyn mtly#a icon IrimmiMle IreMule,2la N.lee Sheet.Sol 312 Ne[m]b VAII31 E. TsiMa,fl sesta Jab Tum T.Type Ory Ply Hnwmd8Homesl&MettIJK Tt@6]1S5 060599P f FL01 HALF HIP l 3 Jab Rei V nal Manning Building Supplies. Jatdomillc.FL e.awcaep eumlo muse imuwies,im. vwaa,,18 09M.42 017 PW 2 ID:. WIXIMAIWDeABe]yMH_yRZe4QIjsT1 MaH*XNJgeTb14pF9AKnWE7EepPN P NOTES 10)Hangegs)cnother connection device(s)shall be provided su8ident to support concentrated Ioad(s)41011,down and 1451b up at 4-2-12,23411,doom and 8311,up at 5-30,23416 down aIM 83lb up at 7-30,and 2941b doom and 1041b up at 930,and 10891b doom and BE31b up et 17-0-0 on tap tllold. The deslgn/selectlon of such connedlon deoce(s)Is the wsponsibI1XyM othem. LOAD CASE(S) Standard 1)Dead♦ROM Live(1,elanoed):Lumber Inc..1100,Rete Increase=100 Unit..Loads(pit) Ved:1-2-58.2-3=58,3-31=183,31-33=351,433=183,412.58,132E-A Concentrated Loads(lb) Ver,3_--41028=234 29=-23430=-29434=-1839 A WIRHWa VMly Mtlpnpenm�I�tuW NFRa NOTES gITme NNa WttWFa m]ENeEFEMHCEYIOEMF]1Am.InOY[a1a9EfaNE USE. IMY9n walW�orvvwmm Nnlm-mow.�aama.na:a�ymnl,�ea+v aPaa rxaarv�ien Noun aul l:la�.laiw.ua wasp o�mr>�rn.rot �. nimiyslmn Balwe ve.IBwcipne�m�nlvaYYlMgp'Ic2elNoldut4y�WamelemaM R vMaryaale RwdeiL�n hlalreove�tll p4nn9d ba.ewaMrrncoimawprevaril>ucavgalmww m®..bwv�ar«dmeml>en v.fvd+ow lwN,aw�dceaa�Wnlo-ewa 11iTek' aawava�euAen lorHmnvmdlolNevenl�aRa mm�lT�e rem�wvme awenva�awe. ra.waa�a a+ar,ke�ewwa�e 11 r11e1 Er aNd. gtlrulMliWo.]e.ddNery.eleclMmddWIg UIII�%:m1Ins WYeT65/JIY/INI OYiM C,MI4UWd9YN aLeIWpnYUNN�Wm ,FL 9a61a YNtf Y'Ipnv1'v.�aWatJe Yan tn6Flat'IMlnile.PIa N.lee$heel.SJ@912 Na]RYM VA2TJ14. ierrps Jab . T. T.Type Oty Ply Rivers"Homes iRirketl l JK T1024]15s -.59BP FL02 HALF HIP 3 1 job Befteril 120cal Manning Bui tlilq Supplied, JBMBMVIIIe,FL 0.0308Sap2a2ottl MIVHEg I,NMUFUtWiPaNMMBRMWS ever ID:3800NIMAiW OIaABe]yMHyRZHaVHEBOtN8x11BZFe2iV9iPsaNOb09BROMWFEypngOo 180 42-12 5902 802 1081 1b2d 1S&] 18241 ffiB40 23-31 2511-0 1$0 2812 1-]-6 2-2-0 2]-15 263 263 283 283 2-6J 2 7 -15 &eM•1Aa] ].O 12 p8_ dE= 16x4 11 &8= 3e4= W= ibrG II 68= "Qy�I qq 2 3 4 5 6 20] 8 8 10 2011 33 12 l4 1 z3 a 21 an 10 18 17 Is 1s 14 13 3® Il 2x4 II &®= 2x4 II 39= "h10 M12pls= Lb Il 180 L292 5-1D2 602 1'1 1S 1S8] 18211 'M044 2L31 '-611-0 iS0 2 -2 1]b 22L 2]15 2b3 283 283 283 26 27-15 _ PMte Oflseb(ILY)-- 11:62-12,62-111.I2:QE-U,0.2-0),[5:033.Q1A1.It0:0a 8,0.1-6),[11:Q3b,6181.[14:03E,0-t A],115:098,Q1E),118:WA,QtA1.118U50,0.S01. 119:Q36 P181 ( '0380<-01 122'0-38 81 LOADING(psi) SPACMf1 t-aA CSI. AFL In (bo) fPoefl IM F. ,71 GRIP TELL 40.0 PlatSGNp DOL 1.00 TC 0.46 Ved(LL) -0.44 18 >]00 980 2H/190 TCDL 10.0 Lumber DOL 1.00 BG 0.]0 VeN(TL) -0.81 18 a3M 98D18]/143 BOLL 0.0 ' Rep Slrea I— NO WB O.6D Horn(TIL) 0.06 13 We Na BCDL 10.0 Cade FBC2014/TP1200] McXix-MBH Wit 0.24 18 >999 240 FT=20% LUMBER- GRACING, TOP CHORD 2x4 SP DSS'ElamPr TOPCHORD &WurW w6od sheaXAng dredly Sol or 2-7-9 oc purlins, 1-2:2x4 SP No.2 esapt and yemmb. SOT CHORD 2x8 SP DSS SOT CHORD Rigid ceiling doectly applied or 6-66 oc bracing. WEBS 2x4 SP 14 .2 Mil recommends Pal StabOiaers end re0u11ed crow bred19 SLIDER Left M SP No.21-812 be instelled duing teas erection,in amordalweZSIaNIIeer Install Pull REACTIONS. (Ih51xe) 1=1352/658,121 0 8 37 5 8 Max Horz 1=W(LC 11) Max Uplift 1=-1)2(LO 6),13=208(LC 9) FORCER. (lb)-Max.Cornp.Mlex.Ton.-All fomes 250(lb)or less Strobl alien shorn. TOP CHORD 1-2-583.98,23-340814]3, S -5989/1115, S7—54]]/1150,]8=-509]/1115,Bb=-609]/1115,41 0=-042 0.9 93,10-11=-33381169, 11-12=1655/441,1 2-1 3=-1 10101256 BOTCHORD 1-22-22&1425,22-23=22]/14]0,21-22=44]13100,2621=-801/4659,19-20=-801/4659, 18-1P_-109]/5484,1]-18=-114W59]4,16-1]=-1002/99]8,15-16=-]1129336, 14-15=4551855 WEBS 322=14]5252,2-23=41/383,2-22-26 8214 0,4-21=32G104,3-21=4]1/165], S20=d M.12-14=i]9/2001,11-1-6921242,11-15=3s51fi6],10-15=-02]/1]8, 10-16=25 01216,9-16-518!123,a-1]=135]05,]-1]= 124/100,519=34]92] NOTES- 1)Wind:ASCE]-10;VuX=130mph(3a ohd gust)Vasd=101mph;TCDD2psl;SCDL=3.0pS1;1 25X;B=45X;L=28X;savedlL,Cel. 11,ENI C;End..GCpF-0.18;MWFRS(directional)and"EVeril 0.2-12 to 58-6,li tedm(11588 to 25.84 zee;cen ting lett and right eleoeed;and vertical left and right elmmed;G-C for members and looms 8 MWFRS for react ons sfrown;Lumbar DOL=1.80 date grip DO[--1.6D 2)Provide ad,..tS dralnage to prevent water ponifin, 3)All plead ere W20 plates unless othervnse indicated. 4)All plated ere 3x10 MT20 unless otherwise indicated. 5)This tees has been designed for a 10.0 put bottom crord five load 16nconcunent will any other live loads. 6)'This truss hes been dealgned for a live load of 20.0p1 on the bottom chord In all areas Mem a rectangle 3-6-0 hill by 2-0-0 Woe %it fit between Xie bottom clwrd antl any oMe,members. ])Provide mecl enlcal wrinecdon(by others)W truss to hearing plate capable of wllhstandhg 172 to uplIX at joint 1 and 2661-6 upill at ON 13. LOAD CASE(S) Standard Q WAMIWa-VMfi'WWn iremNveW aFIO MOKa ON 1MS ANp dee W�Y2N aEFFN9NCE I4OE ra)M m'.IOOYN116 B9dIE D8C r WMhrr�weYv4Mr MlekBcwrnckrt lMCNATn hFraa]weYram,ela59gneaMklwm MAIJMIxtlV wRMrent,rot huryNem eeiwe v¢,ryp pXWx1[1r�mmuilverlNlM[{TIIwYMIIYOI WY„ir pxareleraatl IPoCYBcaFwaMkAd.'iiMrlNOX'a oMtl p. mnu .galq Nv➢caNdpMgeveniWu]rq ollydkWrprlrva webaa/wdwrCmernha,waY.AWIIwMiwnpwayagpamarMlaafp MRek' ktiv Te�eP�retlM ekdMaMtopevmicc49 wIM rnaLM�rwrM rWY rnl popwrY�nWe. iw0wrwarP��ca�eWltlr9 E� fMly Ml ilwge.c.Nay.wecbn mtl bwAg of/nems MR earl rwN9aIT114wWY-mess,0"I and"s 614i1PCmVmxe eOi Pend E.BW. sees,Wgnetlm ovStle flan Irra PMle k fifil 21e N.lee Sheat.aLb 312.NevaMYi vA Y[3I9 T,11 16810 Job T. Tmssrype Exy Pty Riwreitle Hooses l&MettI JK nozaTlsa J1e0 ml, r FL02 HALF HIP 3 1 JOU Pat... o 'orel Mennirg Builtling Blnp'res, Jeaeorwille,FL 0.aaa saep x201e Mireic iruwmw.ilc. 'Wed JeniMWFc2.:A��t? ad03d ID:36UBIxIMA1W DIeABe]yMH_yfiZs4KMtlVMNFp?BPhmRFgey3lY03wFotl110eAbnUFzuBQI LOAD CASE(S) Stardard 1)Dead+Roof Llve(bado ad):Lumber Increase=1.00,Plate Increase=1.00 Unlloml Loads(pig Ven:1 2-S7,2 12=87,1 M2 13 ComenUeied Loads(lb) Ven:3—3 QWdaawaV�rxyaugn puemMd+anCPFJUNOTES pI 11YSdNOW[LWEd MIIEXeEFEP .ePLEM0.10Am.lOON015aEWFE USE YQ Celan vdNlw uru vMnlxl W9connw:brs.IMtl�l6 WaleNr VNI�W4Uieled Nvrvn.uW SenmFNMa�tl InNSVcaaForent mr N—YNf IiW ry[lem.Belae uce.11'e blkligtle9plel mldl ueON Ir¢4GIc2JIMoItlaLW4>✓'mnlenadn egnlvbcuW We IIM1 W W^INo IM ovmtll da�wp de4an. ®afRLl?:WetlGlU peVmlLucGlgol FtSVIa,tlM1w,.rebaq/w Vlurtlman0« My PMFavJ MmPeIWaM�mlaienl dacMlo MiTek hRr/ad leaMal blilSBtyaMbgewnl cdlW`�MIIIR�dPU'�SMOSYad p%IeIIYaYn�e. Fq�Ilad9Jtlaa' 1a9� Ma AYxkVlb4 tlomRe.�M'ery.NBCMIatltl¢NdM1Y69smOM1ImhSIeIIc.MMXWIRI Qg1IY GXSIG.0.Yd9 m]KSI lVNV�^mWewY 6BW GeNEW aM. ]qtly II/pmdXm OY[1ttleM1an l�RaINY'[rtlle.RIa N.Iw STevl.SJlle 312 Nerm9h VARR3I G. ieirye,FL 3Y10 Jeb Tmsc TNes Type Oy/ Ply Riverside N9meslBirketl/JK T102Q15] J1005B9P • FL02A HALF HIP 1 2 JOb Rel sorsa MemhirN BulMirO Supplies, JalAomnlle,FL e.p3Vs8ep raa mrreB rima aw wemr,eoe.x..owrr . _ I09abNAMN W DIeABe]yMHyRZSFwP155mdgYxsoY(W_zBAV H9]SDO%SBJpgLK0lzu W m 180 42-02 540.2 162 10&1 132< 166-0 182-11 20.614 2i&1 2S11D 180 8612 1-]-6 220 24-05 263 Rd3 283 2W 283 2]15 Sma-1M.1 7.0012 ag 1.6x411 53= 'ffi_ SU tt qct 2 3 0 5 8 29 ] B 9 10 R91t 3p 12 �q1 2J 22 21 an 19 16 11 18 15 14 13 2® II 1.W II 2®= 1.5411 86= 3®= 26= ill II 460 L242 6102 662 te8d 1&24 1S6] t&2-11 266H 2634 2Stt3 189 12812 1-]8 220 124-05 283 283 Rb3 283 263 R-0-15 plate Oftets(1 1 '0.'+40.113112'95- 20.2-0L 11042-00301 1 8'0.3-00311 (22' 360. e1 I C 11:1 C ISN SPACING- 110 091. DER In (roc) sea W PLATES GRIP TCLL 40.0 Plate Gdp DOL I.W TC 0.38 VerRLL) -0.3218-19 1852 480 Ill 24N180 TCDL 10.0 Lumber DOL 1.00 BC O.B2 VeQR) -0.0018-19 1519 380 BOLL 0.0 ' Rep Stress YKz NO WB 0.53 Hor2(EL) 0.88 13 Na we BODL 10.0 Cotle FDC201MPQ007 M MXVSH Winsl 0.18 10 1999 240 Weight:B. FT-2 A LUMBER- BRACING- TOPCHORD 2x4 SP NOA D'ExOepP TOPCHORD Structural soft sheathing directly annual or 3411 wpu1Nlw. 1-2:2x4 SP No.2 aftwen and vertuals. BOTCHORD 2x4 SP No.1D BOT CHORD Rigid calling dredly applied or]-]-14 a bral WEBS 24 SP III SLIDER Left 2,03 SP No.21-9-13 REACTIONS. ghsize) 1=2(:64NS8,13=12340-56 Mex Horz 1-4U!.0 11) Max Uplift 1=394(LO 8),13=-313(LC 9) FORCES (Ib)-Max.Comp.AAac Ten.-Alllwces 250 gb)aless except siren shown. TOPCHORD 1-2=-119&266,23=-5621/1161,31=6481/1422,4-5=6481/1422,&6=680]/15]9, b]=5615/1538.]6=6019/1421,8-B=601flry 421,910=50641211,1011=-9]3)AgB, 11-12=-2081/513,12-13=-11831310 BOT CHORD 1-23=-4982281,22-23 9&2290,21-22=0-INU2G27.1611 W/6481, 1820=-139]/6411,10-1--N!W/888],1]-10=1521/859],161]=-120&5)84, 15-16=-93&3131,1415=5232081 WEBS 322=-190814 11-1 ]0.93]2.4-21=454)(39 21=-351M10,12-14-58A2285. 11-14=108129.11-699 8/1 6-1 ID-15�0922Q 10.18=-32&142Q 9-16=W9/P3, 9D=24W1068,]-1]=659/1T1,6115 -33N115,5-19-2081,Vfp? NOTES t)2-ply truss to be connected together afth IW(0.131'x3')nails as follows: TOO cusuds connected as folloxs:2x4-1 rowat 1-0 do. Bo11em chords central as legless'24-1 row at"4)w. Webs wnnwted ee tollows:2x4-1 row al l-0.0 w. 2)All losses are wrdidered equally applied to ell plies,except if holed m front(F)or back(B)face In the LOAD OASE(S)swton.Plyb ply conneWore have been provlce l to dis01Me only ideas noted as(F)or(B),unless bilateral interview. 3)WIM:ASCE]-1.VulL13Omph(3-sewed gmt)Vwant 101mph;TCDL=4.2paf;BCDL-3.8ps,,h=25ft;B=491;L mft;save= R;Oat. Il;Exp C;Encl.,GCpiEO.18;MFRS(drectiorla)and CC Extador(2)0-0-0 to 565.Interior(1)565 to 25-94 z we;cantilever left and right exposed;end vertical lett and will a ppeagGG for members ever forces 6 MFRS for rea011ons shorn;Wmber DOL=1.60 plate grip DOL=1.10 4)Pmviee whir le darner,to prevent water pontling. 5)All plates are 30 W20 unless aherv4ee indicated. 6)This truss has been designed let a 1 D lost bottom chore live load noncorcunent With ally other We loatls. 8'This was has been designee for a live lead of 20.041d on the bottom chaN in all areas Where a rectangle 3 6-0 fall by 2-0d cows sill til beton,to bottom chi elle ally olher members. 0)Provide mechanical ownewim(by others)of truss to peering plata capable of Wtt'wtaneing 3941&Whit at joint 1 and 313 to uplift at joint 13. 9)Renger(s)or other connection devlw(s)shall be pmvieee sMlldent to support concentrated Iowhift 1274 In down and ISO to up at 4y-n�- f Ylp4gHIW-ryWYm pvxewbtn49EAV NaTEe dITMS AIN NCLWEa MICx9EFN1AMCE PIaallllAm.IOOY aIFfOMV3E M,T Vritl leave wiy WX�MIIc conrecWm.Ri CmITClvetloMY VX^�WmklersNwnaMblwmYdNO ldX9gcdmnrenl rwt msalsa W�q mretqal tle�namwlmsuJ lYwwlprolerIrrb moo ip4den'Osaa. elieNro I.,ducuno.,uM.undbro,wae/oaoramw9lnny,oaanarn arors,� cwmwt r he etivayrrOgJbetl la es"s,alto geveni o-a'.�wXh N4lLe pemrwlxhMy TlpoR N6unt6e. Fw5gcadprF]ihca repwrl�9 the BYW FeN EM BM. NIdInNkyWYalpnSgMbgrel .Otabo.hermecIlNbn[now,nIXXFM9e0.032 MI9mNesLannt Memul91l1eem3i12r.eNeNexmuN/rRMII VA M3111.1.XMN,UNJ9ant BCA 41NgCarymx9 Tnrya.FL Y1810 Jab Tllc. Tim TYpe Ory Ply 111.,&Home.IBirkea IA TI@0]15] i-, 1115:1 • FL0M HALF HIP 1 ?- Job Rel 'oeW Mennilg Buil6lg Sllppfies, Jakaonville,FL Wo3o.Sep20e Miwk a,osd YMY 'neo AVH#n'e.oe6WNLKPaye2 ID:3abeklMAiWDIeABeryMHyRL54auP't55mdBYzsoYGy_zBAVHfl]SDbXSPIpgLNOizueOm LOAD CAS (S) SlandaN 1)Dead a Reel live(balanced):Lumber Increase=1.00,Plate Increase--1.00 Dalton Load.(plq Ver:12=6],2-12=6],13-29=-13 Concentrated Loade(Ib) Vast 12 5 YWA,PNW6VMlyavlpn pvurrelere entl NEAO NOTES eX 1'NR ANO tlICLYOEO MIIENPEFEMHCE FA4ElM)<Am.1601"NIbaEPoNEY.E g�Wltl la u[s MY tHa MIUMLwnrc+cbrs.IMceNT tlrrW wYy uppn(xxmwlors WwY uglsfoi m IMIWNUI Gld�g canpN9nl.rot .da,a -Polae N'e.11'e Wldlp O999w.v m�yvemyIM aHNladin ofdNJT�eanelnnab paVe�Ivbk'ol[uale IMebglnhm oYn dY4p dYah a'tl/or<MOmnn[iendYY,kM!IL d lemF^W mLmea-n t M¢Iry Ydwe'R�epYed(a si1i91ygd bauveni<dnAe Mm Gmble pnmMlVFY aW gWe�lYdan�. W��nnd9�N' �WUO•q ll�e {Yxtalyn gCfay,.tWVnYe�n:IMnaxfMttYgdauseb tlLNn antte 3leBWWI A'.CMwlo.Ol4l9WaClI WITpCwnpoMnl Nat V�b EEY aMi. }yes!LypTpyen ovaM.ierydn Inns Pd51uMe.RIe N.1�11ce1,9Ele JI2 PbXaMM VARRa19. Teirya.fL 49910 Job T. Tach Typs Cly Ply Rivaeide Homes RiMe0/JK T1024]158 �J18059BP • FL02B HALF HIP 1 2 Job Reference opt drin- Maysir,BUldiaN SlpplNs, JNdomille,FL epM b1045 .1 2 Pirelli 103uIMAWDleA ]yMHJRSH4zNlRnFRs31UMYWPlUYGVuUuY8" tl 8-60 42-12 6104 4P2 1081 168-] 18811 2PP14 2331 24110 160 2812 1-]8 2-2-0 2]-15 2d3 263 28-3 283 2A3 2-]-15 San. 1M.1 7MF1-2 %10= 15z4 11 1.SN 11 '.O5= 8-A= 2 3 4 5 9 20 7 8 0 10 2911 30 12 1 23 22 21 20 tP 10 17 18 16 14 13 tri II 1Nt 11 86= 1.54 II 89= fall 3x5= 4H= Issr, II 18-0 1812 5103 842 1" 1687 1&2-11 MP 14 ?,8l 2S11L 110 2812 1�i8 280 2-]-15 ?83 263 283 283 283 2]IS PMNOX IXYF 11U800 3112'0]80-2-0I I10'0-280341 I18'04-0Etl0e1 LOADING F= SPACING 1-0.0 051. DEFI-. In (lac) lMell W PLATES GRIP TCLL 40.0 Enke GOp DOL 1.00 TC 0.43 Verl(LL) 8.391019 x786 48o hR20 244/190 TCDL 10.0 Lslmbet DOL 1.00 BC 0.93 Ved(TL) -iLn s19 x432 380 BCLL 0.0 ' Rep States ter NO WB 0.75 Hors(fl-) 0.10 13 We We BCDL 10.0 Coda FBC2014yTPN00] Me01x-MSH Wirld(LL) 0.2318-19 x989 240 Wright MIll FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP Nal 0-Excepr TOPCHORD saysta tlwnolsimal"N drectly applied or 2-114ce NNlrs, 1-2:2x4 SP No.2 except erM veMcals. BOT CHORD 2x4 SP No.1D BOTCHORD Rigid calling directly applied or 6-]-9a bracing. WEBS 24 SP No.2 SLIDER Left 218 SP Nat?1-9-13 REACTIONS. (Keeper) 1=28.'181068,13=13051050 Wal 1=1(1011) Mex Uplift 1=8a0(LC Al.13=-Nn(!C 9) FORCES. (Ib)-Max.Comp R.fex.Ten.-All tortes 250(lb)or leas except"an shown. TOP CHORD 1-2=1652/418,2-3=-7924/1818,34=-851&2004,4 85192084,"-&199103, S-]=8003480i-]111/1 A8 84)::4111/1 M,9-10=-588Y14]81011=420&1 M. 11-12=-23331601,12-13=-1342/35] BOT CHORD 1-23=-]82/3152.22-23=]829162,21-22=1BB W3,2O21=2058/0519, 19-20=-20594)519,18-19-20859499,17-18-1087n9]o,161]-14YWSBBS, 15-16=-1114/4383,14-15=610@333 WEBS 3-22-2593837,2-22-1265i 4-21=838412,321=-2611316,12-14=88512500, 11-14=122&33],11-15=-5192222,1015=10112]6,1016=42311]24,9-16i 9-17-M9,1397,7 17-prilftn'll.7-I8-8&ftQ4.818=800.1190,519=-399/30 NOTES 1)2-plytruss to Le cmmaded together 4th 10d(0.131'161)reds as fdmwe: Tap chords connected as follows:2x4-1 row at(1-]-0 oc. Bottom chords connected as follows:24-1 row of 1-0 a m. Wets mmected as Mllows:2x4-1 rew st 1-08 W. 2)WI loads are mrdidered equally Vplled to ell plies,except If mtW e9ImM(F)or ba (B)Ince in Ute LOAD CASE(S)section.Plyto ply contractors have been previded to distribute only loads hand as(F)or(B),unless Mlreawise 0giwted. 3)Wind ASCE 7-10;Vu1U130reph(3aecond gust)Vasd=101mph;TCDL7.2pst;BCDLNCpaf; 125X;8=158:1,-28X;ea el Cat. II;Elm C;End.,GCpI,,0.18;MWFRS(dre tionah and C C Pannell 004 to 5881ntedar(1)S-8-6 to 25-9A zom;cantilever[Of and right exposed;end vertical left and right expose4C-C for members and tomes 8 MW FRS for reactors shown;Lumbar 001--1.60 plate grip DO[--I,60 4)Provide adequate drainage to prevent water ponding. 5)All plates ere 3x4 MT20 Laurie otherwise Indicated, 6)This ends has been designed for a 10.0 ad boftom and live load mncomurrent with any Differ live loads. ])-This Wes has been designed for a live lead of 20.0ps1 on the footers chord In EB areae same a rectangle 3 6-0 tell by 2A0 Wide will N betwean Ne Lofton cMrtl and any other members. 8)Provide mechanical comedos(by othem)of trues to Lea0ng plate capable of withstanding 640 lb uplift at joint 1 and 361 Ib uplift at feint 13. 9)Load cese(s)1,2,3,4,5,6.].8,9,10,11,12,13,14,15.18,1],18,19,20 rawhide been moulted.Building designer must review h Irt t t ness GY�1WSMxlle/w24as4aMaamw�'•-1 MJe...as has AND MCLWW M aNH1A PIa01i NiusesAIfeFFOIIfYSE CeY�Wb YaMIk t+IIIaMNconm:kxs.alt W9(xlkbrealml , nvon"l ondertLal4k,taln' ".dAd'1g ma,yent.rot a MIem.Bslae un.IMbJklayde�rea mvs"wM1lY lac TlkaMlty Fldmlq�n*carntasaOpc[HIYhmFaole lN[Oa43nliblM ooa"Y LJdltl daiJn. ®wf?MlNlutlalo paver"M:Mmd'varn.rtYlnm molon",nnon con lornereclo 4mMWa'Ars the bMJp M k• kdwoYa la4ervd"u StatlllNmdbgavenlcdk(r.¢wllkq�ele Face JFYYabg4BlYd>trWe.fagerertxpYJmce apOdylka Mp4PNf FSI in, pvk.Mbr slavpa.rnMuery.Wa:llmaNdach3dM1aa%rntllnuMlam SsttWWMIfiMIM�dIMx.pN<9 oq Y:LeM9Gonpoawnl Tenpe.FL 9Y10 yyNy Irxpmmlpn aetXlMe M1an inn Ibb Mfx4e.RIa N.lee SI1ea191W]12 NeiWM.V.a II]II. Job Truss Truce Trye ON PIY Riverside Homes rSrMen IX 710247150 JIBpSBBP = FL028 HALF HIP 1 2 Job Rel 5orel Mg Buldg SupleJeksomille.FL Sep29 regee ID:3 & IMAiWDIOAryMH_yZ0.HNIRKR3l0YyP1U(N % 6uLuUYaD l NOTES 10)Hanger(s)or other connection deaca(s)shall ba provlded sudiaent to"Pon comentrated load(s)2231 Ib dorm and 461 Ib up at 4-2-12 on top chord The deslgN lacgan of such connection deNce(s)is the responslblllN of ghee. LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.00,Plate Increase=L00 Uniform Loads(pit) Ven:1-2=87,2-12--67.13 24-13 Concenmted Loads(Ib) Vert 3-2160 2)Dead+0.75 Roof Live(balanced):Lumber Increase=-1.00,Plate Increase=l 00 UMbrm Loads(pro Ven:1-2=-53,2-12=53,13-24-13 Conmrdrated Loads(lb) Ven:3=1828 3)Dead+Un unabltaNe Attic Without Storage:Lumber Increass1.25,Plate Increase=1.25 Uniform Loads OR VeR 1-2-13,2 12=-13.1&24=-27 Contaminated!Loads(lb) Vert 3=1164 4)Dead+0.6 C-C Wind(Pas.lmemeR Cess 1:Lumber Increase=l e0,Plate increase=160 Union Loads OR Vent 1.2=9,24=30,4-1224,1324=4 11021-2—M,12-13=29 Deg 23-0 ComreMreted Loads(lb) Ven:3481 5)Dead+O.e C C What(Pos.Internal)Case 2:Lumber Increase=-1.80,Rate Increase=1 60 Unamm Load.(pro Vert 1-227,2-29=24,12-29=30,13-24—4 ROM 1-2=33,12-13.16 Drag:2-3--D C ntrah d Loads gb) Ven:3=481 6)ll+0.6 C-0 Wind(Nag.Internet)Cave 1:Lumber Increase=Leo,Plate Increase=16o Uniform Loads(I>IR Van:1-2=41,2 l2=-24,13-24=-13 Hoa 1-227.12 13,M Drag:2-3_-0 Ca aeamited Loads(Ib) Ven3-1510 7)Dead+0.6 C C Wind(Neg.Internal)Gass 2:Lumber Increase=1.60,Plate Increase=1.00 Uniform Loads(pit) VeR 1-2=41,2-12=24,1324-13 Hl 1-227,12-15=19 Drag:2-3-0 Conoenlrated Loads(Ib) Vert'.1=-1553 8)Dead+D.6 MFRS Wind(Pos.Internal)Left:Lumber Increase-1.60,Plate Increase=160 Unl01m Loads ul Vert:1-2=6,2-282&28- 816,1230-16,13-24=-4 Al 1-2=-12,12-13=17 Dreg:2-3=8 Concentrated Loads(ID) Ven:3�7 9)Dead!+0.6 MWFRS Wlmd(Pas.Internal)Right:Lumber Increava=l E0,Plate Increa I.W Un ort Loads(pit) Vert 1-2=14,2-7=16,7-1229,1324—4 Hoa 1-2-19,12-13=14 Drag:2-3=0 Concatenated!Loads(Ib) Ven:3467 10)Dead+0.6 MFRS Wind(Nag.heated)Left:Lumber Increase=L60,Plate increase--l.60 Undmm Loads(INl) VeR 1-2-23,2-12-14,1324=-13 11021-2=10,12-13=7 Concentrated Loads(in) Veit 3=-1250 11)Dead+0.6 MFRS Wind(Nag.Internet)Right Lumber Increase-1,60,Plate Increase-1.60 Uniform Loads(pIR Ven:1-2-4.2-12=-14.13-24=-13 ROM:1-2=-9,1243=-24 Concentrated LOMB(Ib) Ven:3-956 12)Dead+06 MFRS Wind(Pos.Internal)151 Parallel:Lumber Immase=i 60,Plata Increase=1.60 QW4NHIa-VMryLspnpuenuru=rvpaFAO XO]ES QV INSINO M'CLYMOM)Ea eEFERRNLE P<OEM6]OAm.numoorSaEFOPEU9E. Oagn WMflw✓xan'Y NIIh IXIekNccrvwlw.c MSCea(pkLviNaYYUMn W��ers Ywwn arcl arw mixfuN.W tultlkpcwnWn:nt nor Ila sykrn.ealae rce.llw bhang tle;brier mut venN Ilw cCplcdiN of�Yqr P�rslpltln�M prrly ncarwrale fi 6 tlmk}n mo nie ovaal dIJ' gOeWn aNR!]cdetltlo Gravenl Wctlr9 niktivNYrtl MaumDOMrw cturE memMrsweY.NldlkvYJ taint#T'mtlrkmmamldackH MiTeK aRn'%'rre[wOd MaFLB1YaN bgarerricdkya MlNPa�FaUr'✓�Y'Ae7O'4 p4alYdon�.lw Prrerd PubrcerANdr9 Rn 90<Gmke Em atl. rWkv%btsluaftomCM atllvmtrM lmux VMem,tum31 ssOeim %1 VAMU,Ma.bMdl Ma M:L Waiq CmKaMIJ a Iy41y1nmMY WthMapan Tha RalekY1l16.Ria N.lee STaeL 9J1e 31 R.PbA4eM1VRkR]Il iv,rya FL 33610 Job Truss Tensa Type DLy PN Rlversidp Hames lHiIXall/JK TIM47158 J180599P s FL02S HALF HIP 1 ?- Job Rel rce o 'orel Morning woorog Supplieska , Jaomrlle,FIL B.OWabelr 49 N1bmrream-------,i«. neo aan mvr.x.o.o„ r,.y.o ID:WbBWIMAPWDIeQe7yMHjR2 HQNIRnF%3jO Y91P1 UCY3sX0(WUS2WuY0au9Dl WAD CASE(S) Standard Uniform Loads(plg Von:1-2=Z!,2-1242,1324—4 Hors:1-2=-27,12-1342 Deg:2-3-0 Concentrated Loads(Ib) Vert:3=275 13)Dead+O6 MW FRS Wind(Poe.Internal)2nd Parallel:Lumber Incresee=l.6q Plate Increase=l.W Unilolm Loads Pin Vert:1-2=12,2-12=12,1324=4 Pont:1-2=-1],12-13-12 Deg:2-3=-0 Corcantrated L rale(Ib) Ven:3=26 14)Dead+OS MFRS Wind(Ned.Internet)let PM1181:Lumber Increase=160,Plate Increase=1.80 Unllomr Loess(plf) Ven:1-2=-14,2-12=-14,13-24=-13 Hort 1-2=1,12-13=12 Corcerrheted Orate(lb) Ved:3-1380 15)Dead+0.6 MFRS Wind(Nag.Interrag 2nd Parallel:Lumber Increase-l.W,Flats Increase=1.60 Unitomr Loam(MI) Von:1-2=14,2-12-14.13-24-13 Ha21-2=1,12-13=12 Concentrated Leads gb) Ven:3=1368 16)Dead:Lumber IrcraaoaW.9q Plate Incradol Pit.mete! w Unifomr Loads(pit) Vert:1-2=-13,2-12=-13,13-24=13 Cmcentmted Loads(lb) Ven:3-831 17)Dead+0.75 Bcol Uvo(bal.)+0.75(0.6 MFRS Wind(Nog.Int)Led):Lumber Increase=l.W.Plate Increesed.W UMle”Loads(Pg) Ven:1-2=11,2-12=-56,1324-13 Hom I-2=7,12-13=5 Comemfal Loads(lb) Ven:3-2142 10)Dead+O]5 Real Live(bel.)+0.75(0.6 MFRS Wind(Nog.Int)RIgM):Wmbar Increase-1.60,Nate Increase=160 Unitomr Loads(Nq Von:1-2=-48,2-12-54,1324--13 Hae 1-2=7,12-13-18 Concentrated Loads(b) Vert:Y-1921 19)Dead+0.75 Roof Ltve(bal.)+0.75(06 MW FRS Wind(Nag.Int)tet Parallel):Lumber Increase=l w.Plate Imatoae=l.W Uniform Loads(pin Ven:1-2=54,2-12=-54,1&24=13 HO.1-2=1.12-13=9 Concentrated Wads)Ib) Val:3=-2231 20)Dead+DJ5 Real Use(bel.)+0.75(0.8 MFRS Wind(Neg.Int)2nd Parallel):Wmber Inmwe=l.W,Plate Increase=l.W Uniform Loads(an Veal 1-2=54,2-12=-54,1324=-13 Hom 1-2=1,12-13_-9 Concentrated Leads Ole Ven:S-2231 QWI RNHL VMIy CUlenpvanelmeMaEIO HOLES QVTNIa IHOWCLWEOWIERnF£EIII NCE-66-744 nv.1-159EFORE Pa uta -1— wNa MV�m Mneb9 ca 1— mY[krLgnkFxm+rs IJVrsWnn.Waneles Nnwn cvNalumkuHWXnI hx,ry{canpannL 11nr mmarilnn Palae rsC tte Iw1Ap tlee3namrslvdly II'ea{NkdillYOP�leYgn IxnanePersmd go1n�IY yu:a{u�ule mh 10ofMn krro Ilieovaar Waa9de90n hMrg a�[ACNedhMlaevenld Llh6MrMhr WFua,Lmfb,crvdmemlw,wJV.M�kdv�lmmpnaymtlFnmareniM«rrry, 1.T'o. 6MMMlepfndla aYtalhael to IXevanlcdma'Mnp,vlAel�rwlM YMV aid IXonadY dame. lo�9a�ad gpuca mgathp ms T,a, . o. 33610 kgtubiylagre.04Nay.e�«IMN,uM MWMolmmeead him iyalema[saVL9VIR1 YM1y Cravlo,D9B-09aq aC5lWMneCmrFmwa i yyehy4pmMnnVtltlie tan l�ulMe mmM¢e1BN.lee Sneel.5Jb B11,Ne[atlh VNRYJIe. i. ia,rye.fL 3eala Job T. Tmss Type Ory PIY Riverside Homes lBiAOtl/JK TI02Q159 J16p5WP > FL03 HALF HIP 8 1 ob Ref at Mennilg Building Supplies, -Jela0M110.FL e.O0Ja8yMHa 18MiTeilluurbies,iro. 'Wad Jmi Ye0W?. O;cg1; dorsa ID:38bBO1MNWOleAee]yMH;'I' IG%1WIIOICABe211-11 1eaiX2ZGUWhOEOegR5ev19Ok 1-08 4292 Se8 ]+0 0310 BS12 1045 11-13 1288 1-0-0 2812 1510 1414 628 1-28 b16B 08-13 I-06 Eine.1:212 7,6012 1.SW II 1.SM II 6.5= ads 2610= 30aa4 5 16 e ] 1 22 13 12 11 106 6 0 3n0= 1.SW II YIO= SU= 6 5962 q4 I 1&0 4212 SBb 79d &3 B 46 10 S12 10 11-13 1286 188 zalz 1s10 1114 1-M 1aa o-1LLB 0813 1]b Plate onxNlxn- rr6]aa-z-0L rOo-a-eo-tat Rzoaa nz-0t LOADING(psD SPACMG- 1-]a7WB DEFL. In 0.) shut lb PLATES GRIP MILL 40.0 Plelt Gno DOL 1.00 TO Ven(IL) -0.1111-12 >989 400 MT20 24G190 TCDL 10.0 LVIIber DOL 1AS VertQL)) -0.2311-12 >666 360 BOLL 0.0 ' Rep Stress Ina NO Hon2(TL) 0.03 8 We We BCDL 10.0 Code FBC2014RPYL00] WmJ(LL) 0.07 11 >999 240 W.wht:6511, FT=20% LUMBER- BRACMG- TOPCHORD 2W SP hire'Except' TOP CHORD Stludurel wood sheathing drealyapplled or 388 ac pu0lms, 2-]:2x4 SP DSS ®sept and ve'l ls. BOT CHORD 2x4 SP DSS BOTOHORD Split selling dittdly applied or 786 oc bracing. WEBS 2x4 SP No.2 SLIDER Len 2x6 SP No.21-9-13 REACTIONS filvede) 1=1409Po 8,8=101210-SB Mex Hone "9(LC 11) Mels U,IIn 1=-254(LC 9),3=242(LC 9) FORCES. (lb)-Mex.Comp.BAa,c Ten.-All fmass250(Ib)orless mma,tp4svxsh0em, TOPCHORD 1-2=8951162,2�aSIV829,3J=294M%,4-5-2943/696,Sa=2M3B96, 67=1 M1/349,]a=-943854 GOT CHORD 1-13=-389/1526,12-13=369/1534,11-12=TB9659,1611=E 943,9-10=-3W1 Set WEBS 312-_a6G202,2-12=50283]6,4-11=281300311-1032/184,510=-56(sf150, ]-9=38G1536,69=9]&253,610=40911865 NOTES- 1) OTES1)Wind:ASCE 7-10;Vd1=130nph(3eemrM ghat)Veal-101 mph,TCDIv1.2psf;BCDL-3o;,sq h=25X;0715n;L-24n;eave-.n;Cat. II;Ell,C;Ered,GCpix.is;MWERS(Mrecnolret);cans a rar len a11d entire ellposed;and vocal len and n tut extents;Warner DOL-1.60 plate Shp DOL=1.60 2)C-C Who load user defined. 3)Provitle etleguale dratnage to prevent paler polling. 4)TNs Irlse M1es baso dasignetl fwa 10 0 psi boners choN live bed nonconartenl Wth alwother INe loans. 5)-This truss has bean assigned fare live load of 20.Opsf on Me mnom MMM In all areae pfi a rectangle 380 tell by2-0-0 wise WAIT fit between Ne bottan cMM ens mwother members. 6)Provide mecllanisal amnedldn(by others)of tmse to beadlg plate capabe of Withstanding 25416 uplift et join 1 and 24216 uplift at Join S. n Load asse(r)t,2,3,4,5,6,],8,9,10,11,12,13,14,15,16.9,16,19 20 haaMmom been modified.Building designer must review bass to vainly tat they are correct for the intend"use of the Huss. 8)Hanger(a)or other conn e,flon cevioe(s)shall ba provided sufficient to support concentrated loons)1252 to coven and 197 to up at 4-2-12 on top mord. The deegMae hcn of suds oonnedlon deNce(s)is the weporelblllry of others. LOAD CASES) 1)Dead♦Roof five(balanced):Lumber Incleess1.00,Plate Investee=1.00 Uniform Loads(pin Vert 1-2=60,2-7-80,8-1 4=46 Cwsenbeted Loads(Ib) Ved:3-1216 Q spa. IMyakynpweaaa/M aEAB XOIEB CN 1M9 AMB NCLIKKe OIfx PVOYNL£IABEIi)Y],w.raOVNI6 BEIVIP'eK Ias4l�dlxusorlYwlm Mld@cueieckn.11b OY�kb EdYYugnpam,ebrs YavnralW k(wmYd'MLxl lalahgcwnpcwnL rot LluaMeni.blpe ue.Re hYS4aa1110e1 mut vaM1N INe aRlktl#NoI1HYg1 WmwleM1 W1 WCPo11Y LlcuWlale MdeMm Mok¢ove�tll Wdp QYgn 9 1p Mcdeakrol�vmllvcWre of M�pxlIMwM W/a clKVO meTbersdJv.nMBnW MnraW map mtI> Lq i 'L' eowonraaAm Mal(IMMmNlogacenlcdlape MlNwmlal�maea Mermdpmadvamnya. r«ae0a.e Bdmwa iaeoareire sow v».er aka. AYhMkR 11u"We.mWarverecM WJ hacrgMM1u�antllllsw3lem[sa/JpUMI GufYCMwb.b9HeaM kC9 euMBCppmenl TnIPr.R effit0 MM IIIpTMIm wd1Ye M1dn ins Rale Mata.216 N.Iee Slree1.5d19312 NOiuNb.VhYL314. IJob Tans Tmss Type Oty Pty Riverside Homes Rin:aa/JK T10247169 J180609P a PL03 HALF HIP 6 1 Job Referhr. o onel Meavlg Buldirg Supplies, Jassomille,FL roen Page 2 ID: WaxIMAWDIeA7yAHLyR4IIGXIWwCABPWNEeZGW9tObGgqRsa D LOAD CASE(S) 2)Dead.0.75 Root Live(balanced):Lumber Increase=l.l Plate Increase=1.00 Uniform Loads(pin Vert:1-2=64,2-7=64,&14=16 G,ncanimtea Loads Qb) Ven:3-1047 3)Dead a Uninhabitable Aide Whimul Storage:Lumber Increase=125.Plate Increase=l 25 Unumn Loads(,In Vert:1-2-16,2-7-16,8-14-32 ZtRImamted Loatls din Vert 3=-706 4)Dead+0.6 C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plata Increase=1.80 Unit..Loads(pin Vert 1-2=34,23--12,4-7- 0,&14-5 Ho¢1-2=31,76=38 Drag:2-3-0 Concentrated Loads Qb) Vert 3=197 5)Dead+0.6 C C Wind(Pos.Internal)Case 2:Lumber Increase=1,60,Plate Increase=1.60 Uniform Loads(pin Ven:1-2=34,2-18=30,7-18=42,8-14-5 Ha¢1-2-41,7-0=-23 Dmg:26-0 Concehlraetl Loads(Ib) Van 3=197 6)Dead a 0.0 CL Wind(Nag.Internal)Case 1'.Lumber Increase=1.60,Plate Inoreaae=1.60 Uniform Loads(pin Ven:1-2=-50,2-7=W,8-14=-16 H.1-2d4,7-8=65 Drag:2a=o Concentrated!Loads(Ib) Van:3=694 7)Dead a be CL Wind(Nag.Interman Case 2:Lumber Increase=l.60,Plate Increase=1 W UNioml Loans nan Ven:1-2=-50,2-7 sq&14-16 Hot 1-2=34,7 8 26 Drag:2J=0 Concentrated Loads(Ib) Val:3--945 8)Deed t 0.6 MFRS Wind(Pos.IntemaQ Left Lumber Increase=1.60,Plate Increase=l.fi0 Uniform Loads(pit) Vert 1-2=8,2-7=36,all HoRa-2d4,7-8=20 Drag 2-3-0 (3awemralea Loads Qb) Val:3=132 9)Dead a 0.6 MFRS Wind(Pos.Internal)Rlghl:Lumbar Inaaesa,L�1.60,Plate Increase=-1.60 Unllotm Loatls(pin Vern 1-2=16,2-7,LD6,8-14-5 Ho¢1-2-23,7-8-17 Drag:2-3-0 Conoentuded Lost.Qb) Ven:3=132 10)Dead a 0.6 MFRS Wind(Nag.Insumn Leff:Lumber Inmease=l.60,Plate Increase=1.60 Uniform Lomas(pin Vella-2=-28,2-7-17,8-14_16 Hart:1-2=12,7�8 Concentraletl Loads Qb) Ven:3-752 11)Dean t 0.6 MFRS Wind(Neg Internal)Right:Lumber IrmNa5a=1.60,Plate Increase=-1.60 Uniform Loads(pq Vett:1-2=-5,2-7-17,8-14-16 HOlL 1-2-11,7-8-29 Concentrated Lceds(Ib) Ven:to 9 12)Dead a 0.8 MFRS Wind(Pos.Intermal)la Parallel:Lumbar Incmass1.60,Plate Increase=1.60 Uniform Loads(pit) Ven:1-2= ,2-7=26,a-14=-5 Ho¢1-2-33,7-8=26 Dreg:2-3=6 CDncentraed Loads(Ib) Van:3=25 13)Dead♦0,6 MFRS Wind(Pos.Internal)2nd ParaXel:Lumber Inumane .6Q Plate ncrease=-1.60 Q WINMPIa-VmYY LaIdan P—e--d PEdO a..are P'CEVnEOMrEN aEfFNRNtE-'a ]'I moorr.ZOPEUEE n Wkl aN dui,.,> i,MIIW6wa.tlors,o leeene1 o,.Yor-pnunclersm—,anih---I'—to Oomryrcnl.ml Olsiyslen r,r e1-e¢1.sl pWsMNni most IIAN 1."..IN W aeYm paamel...rar pofNXY enuPYOlee6aeWn Molt¢ us WrLp WLpn. bxY, IMtolc]hln rxavaJ dicFMy olaMh]W aRs,onuuchrO membersuYY edu remMrWala Fenna�e0l eotee itlWalS,eyuaetl fu A�'lllyamllo gevenbdl Re ulml veeure MrvawnroeMdmrcem iagenaodur= Nr-pt EpprP.Saa 4r MakOlknstor�o.aMuery.a'edbn wM daetlre onlwe[a'A amrynemSfea4NWMIGdMaXM1a.D1N9aM XGI YIMXOCnnperWnl Te^p'Fl M10 bMly MamaXm aMdle Pun Irlmpule IMXIae.21BM.lee Slrcel.Slle]IT.NBN[ab.VFZ1J11. Job Tures Tms.Type oty PN Rlver.d.Home.lRlrettl/JK T10247159 �JIWSBBP x FL03 HALF HIP 6 1 I : Job Rataru ll Menmrg RuiltligSUDPles, JeMsomlle, new x+i eD1 rw3 DWBxMNWDIsABa]yW1yZsIGlWnoCABPLNEei2OW?xObGBgRu LOAD CASE(8) Unitonn Loads(Pit) Vert:1-2=14,24=14,8-14-5 Ho¢1-2=-21.7 26 Drag:2�-0 Concentrated Loads Qb) Ven:3=102 14)Dead+0.6 MFRS Wind(Neg.Internal)1St Parallel:Lumber Increase=l.W,Plate Increase=180 U.If..Leads Of) Von:1-2=-17.2-7-17.8 1m16 Herz:1-2=1,]6=14 CaweMleted Loads Qb) Van:3-812 15)Dead+0.8 MFRS W IM(Neg.IMemel)2nd Parallel:Wmber Increase=1.60,Plate Increase=l.W UrNonn Loads(pd) Van:1-2=17.2-7=-17.8 14=16 He.1-2=1,76=14 Concentrated!Loade lib) Ven:3=812 16)Dead:Whfl r Increase=0.90,Plate Pa.mate",90 Unitorm Loads(pro Vert:1-2-_-16,2-]=1B,8-14-16 Concentrated Load.Ob) Ven:3-5W 17)Dead.0,75 Perot Live(bal.)+O75(0 B MFRS Wind(Neg.Ion)lett):Lumber Ir¢mase=l.W,Plate bcrease=l.W Unitonn Loads(pit) Ven:1-2=43.2-]-65,8-14=-1e Horn 1-2�9,Rem Coream dad Load.Ob) Ven:3-1207 16)Oead+0.75 Re0t UW(bel.)+0.75(0.6 MW FRS Wind(Neg.Int)Right):Lumbar Increase=l.W,Plate Irelaeae=l.W Unhann Loade(pM) Vert,1-2-56,2-]=6v,8-14_-.16 Ho21-2=-8,7-8=-22 C ncantreted Lords(lb) Ven:3=1094 19)Dead!+0.75 floor live(bel.)+0.]5(0.6 MFRS What(Neg.Mt)1st Famish:Lumber Increase=-1.W,Plate Increase=-1 BO Unilolm loads(pIN Van:1-2=55.2-7=-65,8-1b1 6 H.ile 1-2=1,76=10 Concentrated Loads Ob) Van:3-1252 20) Dead+O.]5 Root Uve(bat.)+0.]5(0.6 MFRS Wind(Neg.Int)2nd Parallel):Wmber Inaea.e=1.W,Plate Increase=l.W Unllonn Loads(pit) Vert:1-2=65,24=,65,8 14=-16 H.1-2=1,7-8=10 Concemretad Loads(ID) Ven:3=-1252 QWe...V,,,, Aenpvr _.aeaeeOIEEON7NI.INOWLt UOE0161ENaEFENE NLEYIOEMY]IAm'.rnO aFrIEFO.aaa C9pT wIN IOIuce w Y`w MllW@emr r—ft Od tar > oNYupm Wr -Te S —a aIwm MNdq NAq 1-11—rl,wl nnsawrem b1ae YC lludldV Oa141w mel venh lreg4AcmrINOldeAarlPawaelersu.i gol�IlYhcMPwaro hh UEWnmolMove1011 pldYgdeAMaQA' g1iM1:Oled Ylo pewNI WFNFgMIMrrtilW llW wtl,aW/nclwrO memNel.aYY.PA[rYar]IempiIaYaMFeIm�Illbsrq Mire k' e W.geIeMONbaMMagrofFevmrcW4 w1Nl atrYwW popedy0an�. fIXP>•brd pM�cei�sw Me esoa .IdeMvMMNabAMlOaIMeeWwl es.atlNmNaeY,rmomecnlbiun mclrra]be0..'ImMVrao.lallnannnfad xlM Sne.MNN/M1, fY le.WEdeatl KA MIMMCaWaMn1 . 1W rm 11—14tfieStrea,.alaea ..l4. Job Truss TmM Type Oty %Y Riverside Home.00 rat l JK noz4neo J16050P t FL03A HALF HIP 4 1 Job Rel ional) I ---- HarmingBuiMlnASuppliec, Jel¢omille,FL 6O30e SABelyl ie niiT DT470i0s,im. Yiadda9 i'o0'gElW VoZ P890 ID:3eb81xIMNWDIeASe1: H1 y2 1 la, R]0V2TJRp XgSMVHDJAEIkOeIVaZld0aN0j 160 6212 Sa6 Yti aa10 8512 1D45 11-02 12&B 180 2812 1510 1114 1-2E 1-22 3138 aa13 1-]E Scab 1212 ].00112 153 II 1.501 II dB= 'AIB= 2 0110= 3 4 5 IB B ] 1 _ IJ 22 13 12 11 101hel 9 m= 1.w II 4x10= '514= e 4ID I Stat 244 II 16-0 42-02 586 ]-1-4 8310 4612 1015 11-1-2 1288 1bU 2812 1410 1-614 Las b2@ a1D0 x413 f-]d PlateOffeati 12'0-] 2-0I 19'0980-1-81-12'038 a2-01 LOADINO(psg SPACING- 1-]J CSI. DEFL. n (lot) Weft tW PLATES GRIP TCLL 40.0 Fb[e GnP DOL 100 TO 0.51 Val -0.1111-12 >999 180 W20 244`190 TCDL 10.0 Umbm DOL 1.00 BC 0.86 Ven(TL) -0.2311-12 A666 380 ,CLL 0.0 • Rep Slrese,lncr NO WB 0.67 Hor2(TL) 0.03 8 We rW .CUL 10.0 Coda FBC2014]TPF200] McMx-MSH Wind(U-) 0.07 11 X999 200 Weight:6515 FT=211% LUMBER- - - BRACING TOP CHORD 914 SP No.2'Except' TOPCHORD Structural vioaO sbeNhing directly applied or358oc burins, 2-7:2x4 SP DSS exrept eM ventrals. BOT CHORD 2x4 SP DSS BOT CHORD Rigid ceiling directly applied or]-8-6 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x65P N011-9-13 REACTU0 (Iblsim) 1=140910.58.8=1012A138 Max Horz 1719(LC 11) Max Uplift 1=-254(LC 9),8-242(LC 9) FORCES (lb)-Was.Comp.AAax Ten.-All tacas250 gb)aless excopt Mlenabown. TOP CHORD 1-2=6951182,23=3111501929,34-29431596,4-5=-2943/696,58=29431896, 67_13611949,78=-9430254 BOTCHORD 1-13=-36011528,12-13-36911534,11-12=TI813659,161E 6Bfl„2943,9-105&1361 WEBS 312=-88&202,2-12-50223]8,4-11=251300,311-103&184,510-566'150, ]-9=384/153(3,69.9]fi253,510=409/1665 NOTES 1)WiM:ASCE]-10;VHb130mph(3-secant gust)Vasil=101mph;TCDlvl.2psf:BCDL=3.Opsl;h=25,1;B�5fq 1=24ft;save>,n;Gal. II;EM C;End.,GCp".18;MFRS(tliredso si);canElauer left ant t9M exposed;end vertical teff ant nghl exposed;Lumbi D0IL160 plate grip DOL-1,W 2)C vAM load user denretl. 3)ProVAe adequate drainage to prevent water paining. 4)This buss has been designed lot a 100 psi bonen clgrd live ratl noncomanenl will,any other INa locals. 5)•This buss has been designed for a live load d 20.Opsf M the tome chord in all areas where a rectangle"0 tall by 2-o-0witle will fit beWaen Ne bottom dMN and arty,other members. 6)Provide mechanical connection(by others)of tales to bearing plate capable of Outstanding 25410 WIift H joint 1 and 24210 Uplift at joint 8. 7)Load caae(a)1,2,3,4,5,8,],B,9,10,11,12,13,14,,5,16,f],18,18.20 mahave been modified.B UJIng designer must review loans to verify,that they are coned lar the Intended use of this muss. 8)Hanger(s)or other connection deWcals)she be providetl suOclent to suppod concentroletl load(s)12521b down and 197 It,up at 12-12 on top chord The desigtV election of such connection tlmlce(s)Is the responsibility of otters. LOAD CASE(S) 1)Deed+Roof LMO(balanced):Lumber Increase=l W,Plate Increas0=1.00 Uniform Loads(pin Von:1-2=80,24=-80,514=16 Concentrated!Loads Ab) Ven:3=-1216 V w4aaWa obans"OunaMYea ceyan WN I- wYvw'Im INiekb m,recrai htli VeWlsOaa1 unub m ndN9.,o1 Wang<an1-rvi is n,m:Mwaaaf,xq,bre:uaehaPbOaawnerrmlegwe Uditr` mW_.1m mw ,1 h ,1.b6aeaon wlo M .1 WdirgceNn. M}}e ll Rdwaya reglYetllaYWmm]10 VaY2r40,lar>e HTweaNel+TVMY11tYutlPR 11Y WnVR. rora'xwrd pltNce rapSV Ra .Mw FmY. BMs. rohvraMn Aao3e.delNery.erecMnan]Mwiry 011nmmaNOlmrMemtuMMVIRI GrfYC,Mg09Bdyaq aLYBUMgCaMarMl1 Tmpe.FL.1. epHly YWmpXm auxlotle Ywn Irw M1e hiMI110.R1eH tae sX6eL SIR a12,NexUrSt3 Vh R2a14. J. Trues T.Tirol, Dry Ply Rimmide Hones n3ilke8/JK 10247180 J160599P a FLo3A HA HIP 4 1 Job M am Is Morning Building Supplies, JNamaIW,FL 8.030s8ep 292atemiles im a im. vreo sen 18 w.ae.ra Sou rages 10.36001NMA W DMABe]yMH_yRZsl-DT4]1]oVETJRp_Kg5116vHWgEId)WGZ?d0dWQ( LOAD CASEgg 2)good+0.75 Roof Uva(balanced):Lumber Increaee=1.00,Plate fnereaze=1.00 Uniform Loads(pit) Ven:i-2=64,2-]=44,8-11-_-t6 Concentrated Loads(Ib) Ven:3—ton 3)Dead+Uninhabitable AMC WiffoO Sto dge:Lumber Increase-1,25,Plate Increase=1.25 Uniform Leads(pli Vert 1-2=-16,2-0 16,&14=32 C enfmted Loads(lb) Ven:3=-703 4) Deed]+0.6 C C Wintl(Pae.Internal Case 1:Lumber Increase=1.60,Plate I.nuase=l 60 Uniform Loads(pig Ven:t-2=34,2-4-S2.4]=W,3-14-s Hon,1-2=41,78=38 Dreg:23=4 Concentrated Leads(Ib) Ven:3=19] 5)Dmd+26 GC Wine](Pos.momal Case 2:Lumber Imnease=1.62 Plate Incrasse=1.60 Uniform LoaM(pip Ven:1-22-4,2-18- 3,]-18=42,8-14=-5 Horn 1-2=41,76723 Dreg:2;! 4 Concentrated!Leads go) Vert 3=19] 6)Dead+0.6 C-C Wind(Neg.Inlemel Case 1:Lumber Increase--1.60,Plate kermse=l.fi0 Unitortn Loads g ff) Ven:1-'1=-50.2-]=-30,814=-16 Horn 1-L-34,76735 Dreg:23=0 Concentrated!Lear.(Ib) Van'3=- 7)Deaf+0.6 CL Wind(Neg.Internal Gere 2:Lumber INreaze=1.60,Plate Increase=l 80 UNlonn Load.(pip Vert:1 2=50,2 30.8-14=-16 Horn 1-2x34,]6=26 Drug 23b C...in retell Loads(ib) Ven:3-9B15 8)Dean+0.6 MW FRS Wind(Poe.Internal Left Lumber moreose=1.60,Plate Ioormm=1.60 Uniform Load.(pip Ven:1-2=8,2 7=36,8-14=5 Ho¢1-2714,7-840 Dreg 2-370 Cmcenimted Loads Ob) Van:3=132 9)Dead+0.6 MFRS Wind(Poe.IMema)Riot:Lumber Incream=1.60,Plate Incri 80 Uniform Load,(pit) Ho 1-2=122J=322--14=-5 Ho¢1-2723,74717 Drag:2-3=0 CmceMLoads(Ib) Von Ven:3=13 10)Dead MFRS WIN(Nog.Internal Left,Llxnbar Increaze=1.60,Plele Increazs=l.W Uniform m LeN(pip Vat:1-2=-28,2- 8-14--16 Hoo,:1-2=12,7-8=8 Concen8 Loads lN) V6ne,L 37752 11)Dmtl m Lo LmMW FRS Wind(Nog.Informal RightRightLumber Increme=1.80,Plane Increase=1.60 No Uerm ds(p8) Ven:1372 2-771 7,3-14=2-e Hot 1-2711,7-8=-29 CONmlan Lords(Ib) Van en:3 502 12)Dead+26 MW FRS WIN(Poe.Inlemel 1st Parallel Lumbar INrease=t 80,Plots Increase--1.60 Unllorm Loads(pit) : =22 2-]22&1475 ROM Horz:1-i-2=33,7-R26 Deg:Loddi Goxmb on Loads(Ib) V6 MFR 13)Deed+0.6 MFRS Wind(Pus.internal 2N Parallel Lumber Increase=180,Plate Irwrmsa=l 80 Q See.-YMIy ErtlpnpuM omni,S.o HaTEe PV 1XS4XO M'CLWEO MIIEI[FEfEF4MCEVP6ELLF11)]nr.1.11 lone C no Luella vewYY wlln 2-Yb'd v lws.Rh,f or,Sn l�eaetlanY,6wooddo tem roo.uvJ klwm ,t 1alWlrp amY�✓r'r,l.rot Mem.Belwerm n,eMWrp dexVrp n,ul venni msgFLroWNol�Ypn P'vm,elenW PnFanYacwPFOR ni WnTnrolM oveN e padMdedT.BrcYq XWINeOhto pevMl IMA':41g of L✓]N]Iq Inei web W/2-tfutlmanbaawYY. PddllMnl lemluW wJ grmaienlMaip atlwuM1 rdTeatl lw LdiiNWlopeverltcdlR w1mpWle Feivrx4 MfYWpfTerlY WnWe. Fw 9ernitl GY}ex»reauOr9 ne I,..ItE ISM. yvtolbrt pwtge.OelNarY.mecMWhacMgollnla¢UtllNsryslancaBryNWM10WNU1nb,p9ed9TalC9MMgCOOVwiw9 Te FL%1610 }ymy ayeenadpr mtl2ie rydn Irim Wle MIMa.RIe N Lae Sheel.AlbdlR.NeiavNa VPTLl11. ^Oe' Job Trim Tmss Type Cly P1Y Ri.ande Holy Onsetf JK T1024]180 JI(nosa P • FLM HALF HIP 4 1 Job Refidants LOoded) _ man",.."aide Supplies, Jey80mille,FL 18 W52:48 s 3 lD,MBWMNWDIeA&7yMH_yR DT4Tj)aVETJRM Xg5IdaHDJgEIk IVOZ?d17 �9C( LOM CASE(S) Uniform Loads(pit) Vert:1-2=14,2-7=14,&14-5 Ho¢1-2=-21,7-8=28 Dreg:2-3-0 Cometdrated Loads(lb) Ven:3=-102 14)Dead!+0.6 MFRS Wind(Nag.IMemalj 1st Parallel:Wmber Increase=1.60,Plate Increase-1.60 Uniform Loads(Mn Van:1-2=-17,2-0d7,&14-18 Hoyt 1-2=1,7-8=14 Concentrated Loads(Ib) Ven:3 E12 15)Dead!+0.6 MFRS Wind(Nog.Internal)2nd Panallot Lumber Increase=180,Plate Increase=1.80 Unit.Wed.(pin Ven:1 L-17,2-]-17,a-14-16 Hod]:1.2=1,743=14 C enimled Loads Ob) Van:3=812 16)Dead:4vnber Increase--0.90,Plate Increadse--0.00 Pit,meh0=0.50 UnRorm Loads(pit) Ven:1-2=-16,29-16,8-14=16 Comminuted Loads(ID) Ven:3-539 M D8ed+0.75 Rauf U.(bel.)+0.]5(0.8 MFRS Wind(Nag.Inn Lell):Lumber Increase=l.St Plate trwrease=1.80 Uniiotm Loads(pg) Ven:t-2-73,2-7=E5,8-14=16 H.1-2=9,7-8� Concandated Loads(Ib) Van:3-1207 18)Dead!+0.75 Rood Dve(bet.)+0.]5(0.6 MFRS Wind(Neg.Inn Rght):Lumber Irwrease=1.80,Plate b¢mase=1.80 Ungorm Loads(pin Ven:1.2=-56,2-]—&5,8-14-16 Ham t-2-8,7d-22 C entraned Loads Ob) Ven:3=-1094 19)Dem+0.75 Hoof IJea(bel.)+0.75(O6 MBVFRS WBM(Nag.Ifo)let Padld):Lumber Inaaase=1.60,Plate Incraase=l.W Unit.Loads(pn Ven:t-04&5.2-7-65,8-14-16 Hom 1-2=1,7E=10 Concenbated Loads(lb) Ven:3-1252 20)Dead+0.75 Roof Uva(baIJ+0.75(0.6 MW FRS Wind(Nes.Int)2nd Pamtlen:Lumber Increase.do,Plate Increase=1.80 Union Loade(pin Ven:1-2=65,2-7-65,&14_16 Ham 1-2=1,7-8=10 C rsiatmned Loads(Ib) Ven:3-1252 Q WIMINa-VMry 4Wen pe•+ryly=vW BEAa XOTES 0.V TXK RNa N'CLWEO MIIEN flEEEa1 NCE YEGE MIL 11Am.100LZBI5 BEfeBE USE CeEgl vdpl and aJy MAt hMlelID axreday.i -'.n,RhdaSaneYmLel wBY ur*'+k WlanelemNwnlm]k(um MYW+d .fteo nLml • IIUBSYSIem.�Iqe u9.n¢IVLdrg dm mal valN IIIe WLYICNrINMtMiUn WanMenaW gWerlV ale to,15k�MsMn NW IM o�ndl Wr1p�lT.Ba'JUIM1MdteO<IOReVeM r,ucNLp MIaUt dnaweDawd MnlONre an , I' fnd4 la,.padYd,tl�lmo�entb Fp MiTek e Mway raeeetlb LMlNmllo pevenicMltpt fprBlMe[.mnMVl lfyatlRW Geaft � fa311-00 and! easegaSgn�e eB00 PerXaEW BM. Swan aban tlorWe.Odt+M'.mectlmagbdiq 718Kt Ylln Mes 312,aeWIMPIt OA 2014. S,0.Yd9Yq CBI YIIMr19 CpnPanxY Te fL 33618 B=MtY lrlrorr�lena,damero,rl lrl,sl�raemlUle.xta N.Lea slreeL SMe>ta.ae.Qera VA Z014. "r• �JOit Tmcs Thea Type Ory Pty R'urearde11mr. Lara /JK T10247181 J160590P a FL03B HALF HIP 7 1 Job Retarrarxe a genet aemleg BUMing Supplies. JakscharWFL e.moceepnmtoml exlnous91s,1ne. rveo aa� 8 Uvx.492G17 Page ID:38bBIdMAIWDaAM7yMH_yRIS eWxTp6 RIHALIDOGWMNg4Y8Tr4u JYDTzu9q 16d 42-12 586 Pb4 8310 eb12 10<.5 11-12 1282 1&0 2612 1310 1-41L L2b 12-2 51b. 0313 1.]A 6uie=121.2 T.W 12 I Sx6 II I'w II Bab= Sts= 2 We= 3W= 4 5 IB e ] - 23d 13 12 11 1086= a W5= 1.5x4 it .0= 34= 0 5-152 fto 2x4 II P60 6212 SS6 ]-ld 63-10 &S12 1545 11-12 1266 160 2612 bS10 1-616 b26 1-22 5159 5613 178 Paa ofaW DLr)- Iz o-7s 2-03 r1ro33 o-z-01 LOADING 7geaff5.0 SPACING- 71-7� CSI. DEFL. Ie (bc) ffichall WPlATE6 GRIPTOLL 75.0 Hale BullINGDOL C059 DER.) -0.1611-12 >947 480 MT20 GRIPTCDL 10.0 Lumber DOL C 0.07 Ved(TL) -0.25 11-12 4593 360 BOLL 0.0 ' Rep Stas roar WB 079 Horz(IL) 004 8 Ne are BCDL 10.0 Code FBC2014TPMadx-MSH Warci 0.06 11 4999 240 Weight 6o le FT=20°4 LUMBEW BRACING- TOPCHORD 2x4 SP NaTExcepl' TOPCHORD SBuduml woad sheadhng dlrectly applied or 2-11-7 pa patine, 2-7:2x4 SP DSS except erM Madva . BOTCHORD 2x4 SP DSS BOT CHORD Rigid ceiling dredly applied or 9-9-7 oc bredng. WEBS 2x4 SP No.2 SLIDER Left 2xe SP 140.219-13 REACTIONS. (Ib/s12e) 1=17fi1/553,X1364/55-8 Max H. 1=49(LC 11) Max Upldt 1=-17gLC 9),8=201(LC 9) FORCES (lb)-V.Compd.Aax.Ton. Al forces 250(Ib)or less except mad shown. TOPCHORD 1-2=8]3H 35,23=4382/538,3-0=37071499,4 5=3]07]4",53]0]/499. 67=-1823280,7-8=-1263209 BOT CHORD 1-13=-259/1882,12-13=-259/1891.11-12=-4864381,1011=471M707.9-10=-213811 823 WEBS 3-12=-1043x129,2-12=29&2784,3-11-923/54,5-10=-726x111,]-9=30]@059, &8=-1 27410.3,&10=-2513/2221 NOTES, 1)Wird:ASCE 7-1a.VUIL-1WMMh(3d000ad gust)Vasd=101 mph;TCDI-4.2ps1;BCD(Ld.Cpaf;82511; 3d5ft;1=24a;eave=4fl:Cat. 11;Exp C;Encl.,G0p1=0.18;MFRS(Cltedlonal),carmlevet tell and light saPeSad;and wrtiwl left and right ephaeq Lauber DO1_1.60 More grip DOL=1.60 2)C-C xild load user defined. 3)Provide adequate Eromage to prevent wear hording. 4)The hues has been designed la a 10.0 pat bo9an chord live bad whomourrent 0781 any other live beds. 5)-The truss has been dsignetl fm a live lead of 20.0prl on ft bottom chord In all ares more a actin le 345-0 fall by 2-0-0Wde Wit fit belwaen me bonom chord and any abler mambas. e)Provlde mechanical comedion(by others)of tree to beadng plate capade of Wm31aMlng 172 to upiiR W joint 1 and 201 a uplift at joint S. 7)Load easels)1.2,3,4,5,6.7.8.9,10,11,12,13,14,15,16,17,18,19,20 mammas esu Modified.Building designer must review Inds to m-ymat they are comet to,the Inarlded use d the los. B)Hangers)or other connector devises)shall be provided sufficient t0 suppod concentrated IoaQs)1216 to down and 51 It up at 4-2-12 on lop chard. The desigNeea tired of such connection device(s)Is the exponslbillty of others. LOAD CASES) 1)Dead+Reef Us(bNsced):Lumber Increase=100,Plate Incessad l.W Uniform Loads(pit) Vem 1-2=-136,2 7--1W,6-1a=-16 Caaenaad Loads(ID) Vat:3=-1216 Q WIMNO yway GYyn Wsnlw=sMaFAa NOTES CX r115INa M'CWOEO MNEx AEFEF4MCE PT6E MV141)m.n aauf NE he E. OafWdm,- yWbashads wxwcld,char hTedxetl.I'-WWm1en5Mrvm.aMkla an h]mdb dbq-1-111ml 0ivaaMn . a9argpaA-'mut ..1 ll¢gM1cM' NoldehP��m�elmadpcCMy 4xromttaRu,U<Wa pamrm, a4ah9 demgn.®aawmeeoreotlo wevenl nx:are ol4TMtluwveome/a reds manes arty.ACr1WaY6npwaYaa Panwnw4aaip eI(' t tlwgi req.daria811yaabgavmlcdly»WmFCY�b Cawvf YVxY Vxlq lYduntye.Fa 9a�aa9atkxx»iaWaM 4�e BBOI Peb EM BM. ktlLVlbtrlolCge,tlelNakmbmmlfmcM 2]SN. ftl to 312,MHL/Ia1VAM14IIMa.DMdeW6lCLMtl0d�M1Wna�n Ta^Pa.FL 3Y10 £daly Iaanw6M artl3le M1dn emlMe MPMe,118 N.tee STeel.SaR 31 R.NexaNM1y VA22311. Job Truss Tmss Type Ory PIY RlWnside Homecl&Metl/JK L TIM47161 J160599P FL03B HALF HIP 7 1 Job Pe a 'oral Manrvrp Builtlillg 6uPoliee, JaNdOWIle,FL 0.tl3tls6eD 292n15 mllea lMusmes.lm. weo den lew.ecau mu rpre 1D:3 IMMWWDI's B 7yMHyPl hfeWxTpBMRIHAZIMMf6gNg4YUt4uM"T"Q LOAD CASE(S) 2)Dead+OJS Root Uve(balanced):Lumber Increase=1.00,Role Increase=1.00 Uniform Loads(pit) Vert 1-2-10q 2-7=-10s,&14=-16 Gmcerdrated Loads aid Ven:3=-1015 3)Dead+UMntmDllable A6Ic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Undfor m Loads(pll) Vert:1-2=-16,2-7=-16,8-14-32 GOlwamrelad Leads(tid Ven:3=-521 4)Dead+0.6 C-C Wind(Pos.IMemal)Case 1:Lumber InCr685e-1.60,Plate Increase=1.60 Uniform Loads(pit) Ved:1-2=34,24v12,4-7�.6.14=.5 Horz:1-2=41,7-13=38 Drag:23=4 Corlcentreted Loads pb) Ven:331 5)Dead+0.6 C-C Wind(Pos.Internal)Casa 2:Lumber Inrreese=160,Plate larrsase=160 UMleml Loads(PI1) Ven:1-2=34,2-16 3 ,716=42,8-14=4 Hoe 1-2-41,7323 Drag 2-3-0 Cmcenta ed Leads(lb) Ven:331 6)Dead+O6 GL Wind(Nag.Internal)Case 1:Lumber Increase=1.60,Plate Increasr_160 Unit.Loads(pit) Vert 1-2=40,2-7=30,&14=-16 Horz 1-2�.74=35 Drag:2-M Con enlraled Loads Ob) Ven:3=438 7)Coast+0.6"Wind R46g,Internal)Cess 2:Lumber IrCFeees1.60,Plate Inaaese=1.60 Uolform Loads(plq Ven:1-2=-50,2-7-30,&14=18 Hors 1-2-�4,7-8=26 Dlag:23� Concentrated Loads p4-) Ven:3=471 8)Load+0.6 MFRS Wind(Pas.Internal)Leff:Umber Irncreese=l 80,Plate InM.I 60 Uniform Loads(p8) Ver:1 2-A,2-736,8-14=-5 Hoa:1-2=-14,74=20 Dreg:23=4 Concentreled Wade(Ib) Van:3=10 9)Dead+0.6 MFRS Wind(Pos.Internet)flight Lumber Increasa1.60,Plate IMreas.16D Uniform Loads(p0) Ver:1-' 16,2-7-�i'6,&14-5 Horz:1.2=-23.74=17 Dreg 2�0 Gmcenlretetl Leads(lb) Ven:3=10 10)Daad+0.6 MWFRS W IM(Neg.IMemal)LB11'.Lumber Nsreeea=1.60,Plata Increase=1.80 UnBamm Loads(pill Ven:1-2=-28,2-0=-17.8-14=-18 Hart:1-2-12.7406 Goncenheted Loads(Ib) Vert:3=549 11)Dead+0.6 MFRS Wind(Ne,,,Internal)Rlgbt Lumber Increase=1.60,Plate Increaze=l 60 UnHorm Loads(elf) Ven:t-T 5,2 7-17,614-16 HAD,1-2=11,7-8-29 Concentrated Loads ated Ven:3=454 12)Donal+0.6 MFRS Wind(Pas.lanamer)let Parellal:Lumber Increase=l 60,Plate Increase=l 60 Unlfoml Wads(pip Vert:1-2=28,2-7=26,&14=5 Horz 1-2=33,7 O26 Drag:2-3=4 GoncentraW Loads(Ib) Ven:3-58 13)Dead+0.6 MFRS Wind(Poe.IMemal)2nd Pastel:Lumber Incn daa�1.60,Plate Increase=160 AWA6NMeVxIN OWpn pn++uru+anO eFAa nuasWlaoMmlrnsve:folew�YY'u.aImw MdIliekkY9pmtlmffie}crnnmr 5mN.auInEaSeOsNH nfNa6ArFeE1-1-und ,1 m1-undtl1lw1AF..,-,u.lato,tlaEpfOnXre-emd Idl wallet+sm . wmrenal�seaemwe.errlrwarealmwuln mlawmaa/oromm memo mv.weelaa ww mam. lf nl:r«r MiTek' etlwals repWe0 ra M2mYa'Alo pevenlcdlgre Wm padel�aaM hlrl'udagl o usidm FaaenadpMmcuadone rp 69oa F.,Fe Eetl A. rtlrlkanm Laru2e.delrrer'/.ABCIbnW daclrR —.K ve MmrWem4.,also IYIa'WlY cnaxlu,Wad9mf aLR Buatllrg Cangnxnl L, FL-n. }fiery mrplrpllon w�W We tan rrrmflole hNMe. e N.lex areal,9AIx JI2 Il0vaMM VRY[3 m. Jop - Tri Tncc Type Oty Ply Riveleida Hwrrec�BiAetl/JK A024]181 rJ160599P FLrti9 HALF HIP ] 1 Jog Refaerce gonM Mennirg 0uiMirg Supplies, JMIsorMIK,FL 0.03060a7VJH 16M McWxepe RIC. YIOO 6%g6g4YOTr emt Page4 ID:36beICMN W DIeABeryMH_yRZa0.MeWxTpBImRIHA1fOOG8189Ng4Y0h4u161VeTV AOi LOAD CASE(S) Unllam Loade(pig Ven:1-2=14,2-]=14,614 5 Hom 1-2=-21,7 826 Dreg:2-2-0 Comentreled Loath Ob) Vert:3=130 14)Dead+0.6 MFRS Wind(Nog.Internal let Parallel:Lumber lncraeae=lbQ Plate Inco l.60 Uniform Loam jig) Ven:1-2=-17.2-]=-1],04416 HOU:i-2=1,Nh-14 Concalnrmea Loam pb) Vert:3-587 15)Dead+b6 MFRS Whet(Neg.Internal)2nd Parallel:Lumbar Increase=180,Plate Increase-1,W Uniform Loam(pit) Van:1-2=-n,2-7-1 7,614-16 Al 1-2=1,]41=14 Concenbate0 Loam(Ih) Ven:3=-58] 16)Dead Lumber Imraase�90,Plate Inclease-0.90 Pg.mete1=0.90 Uniform Loads(pip Ver:D2=-16,2 ConoxAmted Loam(lb) Val:3=-014 1])Dead+0.]5 Rool Umre(gel.)+0.]5(0.6 MWFRS W Ind(Neg.IM)Lent Lunger Incraeasl.6Q Plata Inasase=1.60 Uniform Loam(pin Ven:1-2-115,24=-107,61416 H.I1 .7-8=1 Concentrated Loam(Ib) Ven:3=-111] 18)Dead+0➢5 Roof Uve(bel+095(0.8 MFRS Wind(Neg.Int)Right):Lumber Increase=-1.80,Plate Increase-1.60 Uniform Loads(pig Ver:I. -98.R]=10],0-14=-16 W.1-2=E,]8---22 Cancenbaled Loads On) Van:3=1016 19)Deed+OJ5 Roof Uee(Pall O.]5(0.6 MFRS Wind(Neg Ing gat Paallen:tamper Increeee=l.eq Plate Increase=l SO Uniform Loam(ptg Ven:1-2=-107.2 7-107.8-14-16 Ho¢1-2=1,7-0=10 ConceMreted Loam(Ib) Veda 1145 20)Dead!+0.75 Roof Live(bel.)+0.]5(0.6 MFRS Wind(Neg.Int)2nd Parallel):Lumbar Increase=L60,Plate Incraeaalb0 Uniform Loam(pl1) Van:1-a-f0].2-]=-107,8-14=--1 6 HOU:1-2=1,]E=10 Concemlafed Loam i1b) Van 3-1145 QW4eXWe.YMNI�'enp�amerue=+O6E4a NOTES aITLL4xNO XICLWEO MIIEX aEfEaxMCE PIOEI4)N m./MNNI59EFOaEYSE 0.vpi KItl Id we diy v.M MIeL@ mu,a[:bs.Rh Y#9gr k OSN cMY Ys"�Pdm,emers tlwvm.dd k Id m MM].9 dua�q cmwaxnt r�vl Omiykrn.Belae WB.Xa dYYJpddbriermW uMNlln gSelcMlmY of Omla�wmnlmagprcFalYV orollwnw. Wt.ungwapKreq.Aedb✓.GYYmtlbgevatl�MlpF�eMrrtrrt/4+YagpttenYrbtn�e, fomp-,roma u1x aaPrePadbdrho ra� kdtalbn.rluW>.OWMV.eraYsaddaCMdMmaSmOlnuaMarrc V4VlalAM1SMIY C1NaN.09ad9,n0lCA MI!)tiiCmporxnr 6YW Vub FMaW. ayrlY aypm,ylM rnYtie Ocm In6N blMarle.R18 N.Lee S1Re1.9lb a12 Nerwgma VARR311. Tnrq.FL 9%10 Job T. Tees Type Dry NY Rearraitle Homes AnnaB/JK T10207192 J160599P • FL0W Ki HIP 1 2 Job said o emel Mennillp Buldirp Supplies. Jekcornille,FL B.M&7YMHYZS4-!ueltwuemes,la. rreo.renaia.a[.wmurryei ID:3fA&tlMNWDIaIBe]yMHyRZs4IXCu8pgmV5Jevl(BvnW nLCKMCSTZWCNc2zB26hrsuBDb 1+6-0 4292 ,1 8340 BS12 1646 11-1-2 12-Y-8 M16-0 2612 1-510 9]d 18-2 6109 6&13 1-0L does, 1212 700 FU 15th II 15x4 11 fl 3R= 2 &10= 334= 4 s 16 6 J 1 zs3 13 12 n IOSB= Y 36= 15411 1 .10= 34- 8 ato II tiA II O6-0 43-12 S68 9310 1512 10L5 1112 12A6 1$U 2Al2 1510 2-N 62-2 6:"5 0313 174 Pb D9aMS IX Y)- 12'0.]3 - 119'0-0-BO-1-81112'0.9-50.2-01 LOADING(psRTC�o G- 1-7J CSI. DEFIL in (lac) gtle9 L/d PLATES amp TCLL ]50p DOL 1.0o TC o.3J Vei -0.1011-12 s99B OB3 MT20 244/190 TWL 10.0DOL 1.00 BC 0.90 Ved(TL) 3.1811-12 s92] 360 BCLL 0.0 ss Ina NO WB 0.51 Hoix(TL) 0.02 8 No ree BCDL 10.060201x Pp007 Medx-MSH Wbdi 0.00 11 No 240 WeighD 13016 FT=20% LUMBER BRACING- TOPCHORD 34 SP No.2'Fxept' TOPCHORD Structural wood sheathing directly app0ad or 4 lad pudles, 2-7:2114 SP DSS except ad vertices. BOT CHORD 2x0 SP DSS BOT CHORD Rigid telling directly applied or 10,0-0 a bracing. WEBS 2x4 SP Ni SLIDER leh 2,6 SP No.21-9-13 REACTIONS. (Ibse.) 1=2145/658,8=15!56si Max Horz 1-19(LC11) Max Uplift 1=-252(LC 9),Si 9) FORCES. gb)-Mex.Comp.AAex.Ten.-All l0rtcs 250(IDI ale9 except when shown. TOP CHORD 1 2=-126N211,23=-5543/a24,30=O4a4/091,4-5=4484/891,5b—0484/691, 6-7-2090/307,7E=1461253 BOT CHORD 1-13=-3642298,12-13-363/2300,11-12=]M/5542,1611—fifi&4484,410=3557W0 WEBS 312=-133212-12=-502/3624,4-11-28/378,311=1449/182,510-98x149, 7-9-3816-9-1513252,610=-4PV2818 NOTES 1)2-ply truss to be connected together WM 10d(0.131'X7')all as miles: Tap chonffi connected as follows:2x4-1 now at 1-0-0 W. Bosom chords connected as follows:24 1 row at 1-0-0 a. Websconnected es lollows:2x4-1 row et 1-0-0 a. 2)At loads ale considered equallyapplled to all plies,except It noted as from(F)or beck(B)tate In the LOAD CASE(5)section,Plym poor connections Clave been provided to disidbute only loads noted as(F)or(B),unless m ramose Indicated. 3)Wird:ASCE]-10;Vet=l3Dmph(3- and get)Vasd=101mph;TCDL=4.2p f.BCDL=3.Opsf;0=250;BA51q LL fib sees-lb Gat. 11;EV C;End.,Gi MWFRS(drecdonal);candle lett and right exposed;end vericel let and right expaed;number DOIL1.60 plate gulp DOL=1.60 4)C-C Mid load user de0i 5)Provide adequate drainage to prevent water ponding. 6)This Duas hes ban designed for a 10.0 Par bosom chord Has load noncondurrent Mth any other live loads. 7)'This buss has been designed for a eve load of 20.0x-on the bosom chord In all aie9 Mom a rectangle 36-0 tall by 2-0-01 MII fit between the bo8pm mord and any other members. 8)Provide mechanical connection(by others)of tees to beaming plate capable of withstanding 252 lb upliil at mot 1 and 241 It,uplift at )oima. 9)Load cases)t,2,3,4,5.6.7,e,s,10,it,12,13,14,15,18,1J,18,19,20 h nytave been modified.Building assignar must ree be loads to verily that they are correct for me intended use of this bias. 10)Halga(s)or other connection Eeeca(s)shall be provided sufficient to support cowenbeted maddli 17951b down and 1931b W at 42-12 an top chow. The daignmelecilon of such connection devices)is the reeporaiblllty,of others. LOAD CASE(S) Q wIgXNa-YNyLMprp/sswrxrp RFJO XOTES ON la6INOWCWMON?Ex PEFEN4NCF PdOEIb)I7l m.notood IS BEFOPEYSE WWdn WMiwuww'IYiMxJNlekFawwlw.c llh,le5q,ktu€.v1wYYuiwn Womele¢iMrvm.oM kia,m MJ,N IdWw[I w¢nWnenL rqf Or65Yslmn . aYkhewln,meW9TMoIle ov&dl Welk' pynY berpbuYud% mMp kdv/%rePlratlkn[rdtlMaxfropevenlcdl4vq Wm M¢4Ye Fgw'Y-b M.vmlwWwlY Wn<P iw 9orara eLLbceraC.dr9 xre 49O nab EW ow 1WtoKn,dame.dallverY.aeCptn mlbaclrgof Pu¢91 W1Mmmeim.�a411L/MI GWhMIM],D3B.aV vq lCy Mreil9eaMonnil l510T,a 9 9alYY IammaXm avtltLe Dan Irus Role YSMaO RIB N.Iee51rae1.WIo31 R.WeiaMh VP22311. Job T,uw T—Type City MY panhandle Homea,Hihed/JK �f Tt@4T182 J180699p • FL03C HALFHIP 1 2 bR 1 ons Manning Building Supplies, JaSaislle,FL 18 oe.:;90 M17 Page 2 ID:3abalCMNW01eABe7yMHyRZnb opgmVSZ9Me nLCI(MCSTZWCNc2z826MrznRM LOAD CASE(5) 1)Dead+Roof Use(balanced):Lumbar Iminaase=1.00.Plate Incnaee=1.00 UN..Loads(pit) Vert 1-'b-131i,2-]=-136,841-_-16 Gomehtnled Loads(Ib) Vert:3-1795 2)DeM+0.75 ROM Use(balarceC):Lumber Incmaes1.00,Plate Increase=1.00 Unito,m Loads(pip Vena-2-106,24=-108,&14=16 Cancentrand Loads(lb) Ven 3=-1480 3)Dead+Unin0abittable Attic Witlwut Storage:Umber Increase=1.25,Plate Inness=1.25 Unitorm Loads(pit) Ven:1-2-16,2-7-16,8 14-n Conoe itNetl Loads(Ib) Vent 3=]04 4)Dead+0.6 C-C Wind(Pas.Intemap Cess 1:Lumber Inchans-I.W,Plate Ina e1160 Union Loads(pit) Vert 1-2=34,2d_-42,47=30,614=-5 HOa:1-2=41,75 38 Drag:23-0 Concea nted Landis(ib) Van:3=193 5)Dead,0.6 CL WIN(Pas.Intemap Gaze 2:wmbe,Inon.1 W.Plate 4rsease=160 UNN.Loetls(pip Ven:1-2=34,2-18=30.7-18--12,8-14=3 Holz 1-2-41,75=23 Drag:2-3-0 C .Pfta ed Loads(lb) Vert 3=193 6)Dead+0.6"WIM(Neg.Imemap Gase 1:Lumber Incrazse=l 60,Plate Ineasse=1.60 Unlmmn Loads(pIp Ven:1-2-W,24=30,614=-16 Hoe 1-2=34,75=35 Dreg:2. Goncentreted Uatls gb) Veh 3=Ill 7))Dead+a 8 C-C Wintl(Nag.Interna)Case 2 Lombh Inorsaee=1.60,Plate Incraaze=160 Uhlolrn Londa(pg) Vert:1-2=-W,2-7-W,&14=16 Hon:t-2=34,78=26 Drag:2d-3 Conoehtretal Loads gb) Vat:3=939 8)Dead+0.6 MFRS Wind(POs.Intemap Left Umber Increase=160,Plate lmnase=1.60 Ungorm Loads(pit) vert 1-2-8,2-7=36,8-14=5 Holz 1-2d4,758 2 Drag:25-0 Concehtmled Loads(Ib) Vert 3=129 9)Dead+0.6 MFRS Wind(Pos.Internal)Right:Lumber Inciaaze=LW,Plate Incna5e=1.W Unitorm Loads(pIp Ven:1-2=16,2-7d8,8-14=-5 Hc21-2,23,75-17 Drag:2-3-0 Goncenrael Loads jib) Ven 3=129 10)Lead♦Da MFRS WIN(Nag.Intemap Leff:Umber Inona se=1.60,Plate Ineaese=l.W Unilmm Loads(pit) Van:1-2=-28,24=-17,8-14=16 Ham:1-2=12,7 8 Concentrated Loads(Ib) Ven:3=-748 11)Dead+0.6 MFRS WIN(Net.Intemap flight:Lumber Increase=l 60,Plate Inaaase=1.80 Unitoml Loads(pip Ven:1-2=-5,2-]=-17,&14=-16 Fort:1-2=-11,7-8=-29 Goncentrand Lands gq Van:3-599 12)Dead+0.6 MFRS Wind(Pos.IMemng 1a Parallel:Lumber Increase=1.60,Plate Increase=1.60 Union Londe(pit) Ven:1-2=26,2-7=26,8-14-5 Hann.1-2-33,78=26 Drag:2- -() Concentratel Loads(Ib) Vent 3=23 Q WIa1W'OWMEB�Ipnpnmenm s+CaEIO XOPE5 Qn 1X15IXO M'CLUUEa MIIEI(aEEEa<H[E P14EMi)1]]nr.na9YAI5BEEOPEUEE. (letl�µM]IvuegYyWn MIHffi wmrecM.c nXtleYq,k6winwYY puaneleofMrvm.eM kla an FdN�Ad Waortmcn�nl.rola Mm WTxn.&Ida�,tl¢oarn@ Balm mul valN p�eaCC1EalLllly oIOSYpn WometertoM q,v,e,lYFcdpdaR aW WsoeF,o IMovatll Iwlaeg dawn. Isa�6lMaoreanroaewenlL+GLhe ana�xa.3 mas,.reom6/«�I,dd mamnm.dev Amnda @mPadYmd Pdm�aanlaaav NEW etlWPR,.0ee04n GAMtYmUbpocentcdk4[ax49,W�4a Fhad.4 nFEYadpWeM W6We. fd gd�mtl Pep�ca ie9�4gM 9eMVva EYBNtl. ,mcanorLamade.dee.�vv.erecwmm�ear6vammmawmmmm,a.rea4xwmf aseMcaWawsnaa rca aunnuc=�m>.nl hams,IL asno 4aar la.rteah nwnlnaRw teen¢9.215 N.leeslmal.slb612,aa:adw.vA zal4. Job a Trues Tune Typo Ory Wy Rivneft Wines Orient/JK r Tt0247182 J1M599P R030 HALF HIP 1 2 Job Rel rerce 'wM Menrag&fAdbg SUeNlaa, J.Wnnlm,FL fi.DaDasepdAlbmllenlpusnies ma. vrw sen�ovr.x.w you rey.a ID:NtaIAMAANDIeA8e7yMH_yR2e49 O,8 V529.M8vnWnLCXM TxWCNGffi25HaEu91Yl LOAD CASE(S) 13)Dead+0.6 MW HAS Wind(Pos.Inlemal)2nd Parallel:Lumber Increase-1,60,Plate Increase=l.W Untlorm Loeb(plq Vat:1-2=14,2 7=14,8-14=-5 Ho¢1-2-21,7-8=26 Dreg 2-3 4) Comentrated Loads(lb) Ven:3=-102 14)Dead+0.6 MFRS Wind(Neg.Internal)lot Parallel:Winter Increase=t6D,Plate Ilwhool.=1.60 Undoml Loath(g0 Val:i-2=17,2-7-17,8-14=16 Hort 1-2=1,7-8=14 Concentrated Loath(lb) Vet:x_-807 15)Dead+0.6 MFRS Wind(Nag.IMemah 2ntl Parallel:Lumber Increase=1.80,Plate Increase=1.60 Uniiolm Loam(pit) Vat:1-2=-D,2-7-17,6 14-16 HOU:1-2=1,7-8=14 �mned Loads Ob) Vet:3=-807 16)Deed:Lumber Incraaea-0.90,Plate Pit.m8lal-0.90 Unlfo m Loads(pl) Ved:1-2=-16.2 7--16,8-14=-46 Concentrated Loads(Ib) Ven:3--536 17)Dead+D75 Root Live(bel.)+0.75(0.6 MWFRS W hd(Neg.Int)Left):Lumber Increase=1.60,Plate Inaeaee=1.80 Linda.Loads WO Van:1-2=-115,2-7=-107,&14=16 Hart 1-2-0,7-8 C noentrated Loads(lb) Ven:3-1639 18)Dead+0+75 Roof Live(hal.)+0.75(08 MFRS Wind(NW.Mt)Right):Lumber Increase=1.60,Plate Iroreoee=l.fi0 Unit.Loads WO Ven:1-2=-9B,2 7=107,8-14=-16 H a21-2-8,7-8=22 Concentrated Wed.(Ib) Ven:3-1527 19)Dead+0]5 Roof Uva(W.)+0.75(0.6 MW FRS Wind(Nap.Int)lot Pa21161):Wmber Increase-1.80,Plate Increase=1.60 Undone Loads(pft) Ven:1-2-107,2-7=107,8-14-16 Horn 1-2=1,7-8=10 Concentrated Landis go) Ven:3=1684 20)Dead+0.75 Rant U.(M.)+0.75(0.6 MFRS Wind(Nag Int)2ndParallep:Lumber Increase=160,Plata Increase=L60 Unlioml Loads(pit) Van:1-2=-107,2-7-107,8-14-1 6 Hoa:1-2=1,7E=10 Cotwentrated Loads(lb) Ved:3-1664 AW4aNNa.VeMT 4etlpnq��rwrenerNafAO NOTE CX7aW<Xa WLLWEe MIElaeflMNGE PA4E16)Y)]m.169.VNIa BENXYSE I p¢ha,yyNq,n¢m1V'MN MIJW CWYwcMrs.Rac an6bsaldYYiyy�tuomalw9rovn,mdkldm MIYN.nn Y>JNMcdnrwlxnirol amMtani.�Ide uu.11n LHWIgereW�e�niui VBIIIYIM 4(Ylc�ihof ,T Mm�elwaq Pa�'WhruMab RY IMo Im4O1 aaa-®desp�.Boc.qhe�rsbtlhmgevaeluFhmmvmuam®vreomdro�fndamamowday.neandin redPdwmePaanwasntlaaYy MiTek' h WaryM1�wWe6 kN MyYYaalbpeveM cdl4/.aw11NI OnrdW McYaq POF tY Wno9o.fdgTe�d PMi�wa�ewl no eOa^w RLMlE eMtl. /yyMpMendopa,a.N'arvefeC4nW hwigolMAsatllnnaYblal�[MB/d19IM1 O1YIM�.e�m.D]ldGatl BC9MN�04�mmWa Te .iL p ffiIT InIGmOXm eWktle hwilnre FMb MMe.Rla Nlwmleel.SJW]12 NeaaMW.VPYL114. Job Truss Truss TM Oly Ply Riverside Homes lBidet l JK T10247163 J1605991P • FLM HALF HIP 3 1 Job Rel a 'odd Menhirs BMldim Supplies, JNv:ornille.FL 8.0 7yMH_y 0 g llexlmoB11106,IM. weo,nn Uw CLqu zOv rc9e l ID'3Bb01tlMAW ObABe]yMH_yRZSCerCuepgmV5Z9vKBvnWnLCKMYLTwmCLg2i62Nrvz16O11 F60 42-12 5404 6114 262 IN h28 4612 4]b 1-1 0 b1 a 2-0A SOe1m 1:169 Sal= 1.Se4 II 1544 II 447_ >.03 12 2 64B 3 4 16 5 6 1 11 1 10 9 8 ®g- 1A,4 11 Si 3.0= S8 If 1,5M II 1$O 62-125102 6112 602 tOJb 180 2812 1-08 1-1L 1-b0 2L6 PIaM rnNNS IXVI 1 '0360.1-131120.5-862-01110038 - 81 LOADING(pin SPACING- 1-4-0 CSI. DEFL. In goc) Vded Lot PLATES GRIP TOLL 75.0 Rem Grip DOL 1.00 TC Mal Ven(LL) 4.11 9-10 s899 480 MT20 244)190 TCDL 100 Lumber DOL 1.00 BC 0.88 Ven(TL) -0.18 9-10 >W 360 BCLL Mo ' Rep Stress Nor ND WB OU3 HoO(1L) 0.02 ] We Na BCDL 10.0 Code FBC2010TPt2007 Matd.41SH Whool ) Mal 410 >999 240 Weight:521E FT=2P6 LUMBER- BMMN TOP CHORD 9W SP No.2'Efcepl' TOPCHORD Slluclurel swot adedmig Qlectly appliedoro-611 oc pudm, 2-:lost SP DSS efcape and vedWe. BOT CHORD 2x4 SP DSS BOTCHORD Ngld ceiling dlreNyepplied orl0-00M Mating, Escape: WEBS 2x4 SP NM2 bon Po bracing:)-. SLIDER Le0 2x6 SP No.21-9-13 MTak recanmaMe that SMbifl..and required Moss Madrg the installed during truss erecton,In eaordaMa with Stalulmer Iretallatlon u'de RFACT1ON8. glespe) 1=1144 5-,7=11313/038 Max Hori 1=41(LC 11) Max Uplift 1=42(10 9),7=1(](LC 9) FORCES (Ib)-Max.Comp.RAsx.Ten.-All forces 250(Ib)or less except wtlen shown. TOPCHORD 1-2=580120,23--2]181293,3-4.1]01215,4-5=-1]01215,5 -1]01215, 6]=1z2vfw BOT CHORD 1-11.155/1195,1Q11=45511199,410=2482]15.8 -202A]01 WEBS 2-10::-14121895,810=461243,39-1.63/1 .4-9=83]B,SB=-BD3/125, 68=24]2215 NOTES 1)Wind ASCE]-10;Vtlt=l3pnph(Swouncigush Vasil=101mph;TCDL�.Ypsf;BCDL=3.Opsl;h=25X;B�511;L-2411;Bave7M;Cat. Il;Fop C;End.,GCpl=0.18;MFRS(dlrectlonen;cantilever[ad and right elmosed;erfavei lett and right esposeq Lumber DOL,-1S0 pate grip DOL=1.80 2)C-C wind load user defined. 3)Promote adequate drainage to prevent Maur ponding. 4)This buss has been designed for a 100 psi bottom dlodd IMe load nonmrcurraul wain any other live bads. 5)'This trues las Dem designed for a Ilve two of 20.Opef on the bodies dbN in ell areas show a rectargle 330lad 1 by 280 was will fit between the footers chat id and arty other members. 6)Provide medhanlcxl conn tion(by others)of More to beading plate capable c1 wltMlanding M to uplltt at told 1 and 107 Ib up at loll]. 7)Load waste)1,2,3.4.5,e,],8,9,10,11,12,13,14,15,16,1],18,19,20 has]nava been modified Building designer must review loads to verify that they are correct for the intemae use of this truss. LOAD CASE(S) 1)Dead+Root Uro,preferred):Lumber Immense=l nb,Plate Increase=1.00 Unlfmm Loads(pn Van:1-2=-113,261:1-12=-13 ConceM2ted Loads(Ib) Ven:3—904 Q wABMe6.YMly 4wlp�AwwmYawW BFAe NOES IXI)M6WOWaLWEOWIExaEFfMXCE GI4EM)4Am.IMWN159EPoPEYSE W .ma Wprd�Myv4NMNF6crtnacbli Rk�1wIT kG'ra0 WV14xm ryanOlers Ycuitm]klwmIMM3nl V.Mkry cannrv'unt,rot 11 >yMan.Palen ub.IM I'4YJ9 daa}s nNNr v0kN 11'e rot W c24M d def p�paamlaa a'd pc W riY Bx'vIPw01e IN LLs190 hb Ilw oael I {xAQp EeEal.6u YgxKACOIed kbpe4en11.xFdly dbRd1 Y Tnwabm"IlacMdmwMTarclY.Mtlllbd 1anGwaYaNpemvenl dotlp ktlwge�e[FYW KKa6YlMadlo Prew�Ecd�re wlnPmBxe pdrdv186ryagINCPwNdxnma.rw WMrdP 'A�kO�a6adrUM 4Mihb SIdyy4kly:tMYEnlms�lMwo3�ea.MtleleNtldey,tearencIMOWnWfWledxoNyblplOO.lRlInBsNe.sm . Ou1h CAMl,b1°d9 T4aCBrMMW<Onbwwlr T° FL TBIBqI0 l6MFe&ft9w31Zeerdr1MVR22914. ^P°' Job -- Those Trvas Type Ory my Piversitle Homes lBiMattI JK nozntea J160599P FL04 HALF HIP 3 1 Job Rel o doral Mennin95uiohn9 a lles, Jal¢r.11H..FL eu30sxproEOln Miiei irww0ias.i�w. V:ad Jar,1'o O'e.52:�.:1T Y:2 ID:36b8ISIMAIWDNADe7yMH_yRR4-BrCoMmV5Ze nWnLCKWUmCLg2z828Fptu80h LOAD CAM(6) 2)Dead♦075 Roof Live(balanced):Lumber Increazs1.00,Plate Increase=l 00 Uniform Loads(pig Vert 12=-88,2{418.742=-13 Concentrated Londe(Ib) Van:3-M 3)Dead+Uninhabitable Aeic Without Storage:-umber Increase=1.25,Plate Incraase=1.25 Uniform Loads(pig Ven:t-2-13.2-8-13,7-12_27 Concentrated Loads(Ib) Ven:3=422 4)Dead s 0.6 CC WIN(Pon.Internal)Daze 1:Lumber Increase=160,Plate Ir aeria=l 60 Uniform Loads(pit) Ven:1-2=3O,2A=39,4-6=28,7-12=-4 Hor7:1-2=35,6-7=33 Drag:23=6 Donoshmoned Loads gig Vert 3_-4 5)Deed♦0.8 CC Wind(Pos.Internal)Case 2:Lumber Incraese-1.60,Plate Increase=160 Unho rn Loads(M) Vert:1-2=30,2-16=26,&18=38.7-12=A Hum:1-2=35,6-7-20 Drag:23=O Concentrated Loads(Ib) Ven:3=4 6)DOM+0.6"WIN(Neg.IMemM)Gaze 1:Lumber IDcreaze=160,Plata Increase=160 Uniform Loads(pig Van:13=A2,2-6=-25,7-12=-13 Hou:1-229,67=30 Doug:23d1 Concentote l Loads(Ib) Vert:3=507 7)Dead r 0.6 CL WIN(Nag.Internal)Case 2:Lumber Ircronse=l W.Plate Increase=160 Uniform Loads(pill Ve21-2-42,2-6--25.7-12-13 Hart 1-229,67=23 Dreg:23=O DonceMotbd WBOS(lb) Van:3=-532 8)Deed♦0.6 MFRS Wind(Pus.Interns)Left:Lumber Increase=1 60,Plate Increase=l 60 Uniform Loads(pit) Vont 1-2#,260 7-12=4 Ho21-2=12,6-7=17 Drag:2-3-0 Concentrated Loads(Ib) Vert 3=-55 e)Deed+0.6 MFRS Wind(Poe.li temap Right:Lumber Increase-1 W,Plate Incraaze=160 Uniform Loads gulf) Van:1-2=14,2620,7-12-4 Hoe 1-2=19,84=-14 Dog:23-D ConoeMoted Loads(Ib) Vert 3=-55 10)Dead+0.6 MFRS WIN(Nag.Internal)Left:Lumber Increaze=l.fiO.Plate Increase=LfiO Uniform LuNs Ivlp Von:1-2=-23,243=-14,7-12=-13 Horz:1-2=10,67=7 Concentrated Loads go) Van:3-442 11)DOM +0.6 MW FRS Wind(Neg.Normal Right Lumber Increase--1,60,Plate n.,-1.60 UnifOnn Loads(qg Von:1-2=A,24 14,7 12=-13 Horz:1-2=-9,6 7-24 Concentrated Loads(M) Vert 3-376 12)Dend+0d MNFRS WIN(Pas.natural lot Parallel:Lumber Increase-160,Plate Increased 60 Uniform Loads(plf) Vert 1-2=2$2-0=22,7-12 4 Ho¢12-27,6722 Dog:2-3=3 Concenbetetl Loads(lb) Ven:3=-101 13)Dead a 0.6 MW FRS WIN(Pos.Internal)2nd Parallel Lumber Increase=1.60,Plate Inaease=160 Qry4pyylfr.W,ylyJm'en pimm.In.arat X0rEe PV No sed P'CLY0E0 MIIER pFFFP4NCE eIas se.u, u.raffilaraeEF0NE USE. LFAT�v,lWlaueasy MT MIWWcrosonarr IIb4a r, kb oUm,panporn dao 9fv and PaPx h9 d thWpcomprmtml mamem.6etore ve.ma dYbeoe9ba�mmlvenN Mqq��ICdilNddagon Faomatenatl[�mwmYEcdp>tula fpdatl.7ti Mo raavrW tlldgdsgl�.4aclq MtaladabMevem WclAp oIRMMFxs lnmweDatlMCfpdma�CaE«+y.AMbM lanFoo.WJ Mn�awAa Jnr WOW kEaws+�aQ4ad tw 4tliMmdtoge.aeccegeeuMhp�WaFa�W.s rprYaW pgalYdamWa.krpaad PAMtKa�h9M 6104 ala,F.n..EW&.'J, td.kvlbr acrrye.(le1NaY.aecM VEhatligolrnaal PxlMmman 12,A R11VA ]aWa]FAOq N'A•flap CanV4rrM4 Tenpa.fL a]mo sel OsOmma naw2Ve xam L-eMer.muw..zte H.leeslreer sons t ,aeimaw.vn 11 JOG Trials T.Type C1Y Ply Final Handed SAO fX Tto24]163 J1E0599P i FL04 HALF HIP 3 1 c0 oa MwxynA BUJGmg Supplies, JakeanNlla,FLflp292o18 MITek WJIffimea,Irc. yle09anlaw. a va9e.. 10:38beIxIMAIW paAAeAM7yMryMH_yRIs48tCueFgmV529.MAmW nLCIOAYETwmCLgCLg2a8251wtu000 LORD Unii -o) rotm (pig 1-2=12.2-6=12.7-12=4 Van: Ven:t-2=12,2E=1$]-12=4 -2=17,6-0=22 Dwal Oren:2-3--ll GoncenVeletl Loa 5 (ID) Vel 3 14)Dead t 0.6 MFRS Wlrq(Nag.IMemeg let Parallel:Wmbet Irwreeee=1.60,Mate Increase=1.60 UNIOrm Lwcsp-1-2=-- Will14, J-12=13 Ham Ho21-2=1, -7=12 GorK.enhenLoafs(b)b) Ven:3 468 15(Dead♦ MW FRS Wind Ni Intel 2nd Parallel:Lumber Increes =1 60,B Plate Inc =1.80 rease Uniform Loads(pit) ad:1- -1q 214,J-12=-13 Ham Lwas 8-]=12 Concentrated = Ob) van: In 466 18)Dead:Lumber Increase--0.90,Plate Inctevse--0.90 PII.meW=0.90 Uni(olm Loadeplf) Val aI 32- 6-13.]-12=13 Concentrated Whdgat vel -34 171 Dead d 0.75 Final Ue(bMt 0750M FPS Wind(Nag.Int)Left):LMnbeIncrease= W.Plate wreaee= .80 UnAortn Loade( lfl Vart: 1-2=98,2-6=8),]-12=13 Golwenbe tls(ID) Val RooWinds635 18)Dead a 0.]575 Root Uve(DM.)a O.J5(0.8 MFRS Wind(Nag.Ing flblt):Lunber Irwrease=l 80,Plate INcrease=1.80 UMlo9n Loads(pg) Val 1-2-7, -7-18 ]-12=13 Hoe 1-2=],e-J=16 CorlcemVart 3=-]6-70 (Ib) V7R: 8 19)Dead+0.75 Rwl Llve Mall.0.]5(0.6 MFRS Wind(Nag.Int)tsl Pal Lumber Irrsaese=l.W,Plate hcrease=1.60 Urtibrm Lords WO Verl:l-2 1, -7 = ]-12=13 HOrc Loads b) Concentrated! —85 gD( Ve11:3_-E55 20)Orad♦OJS Hoof live(bL.)a 0.]5(0.8 MFRS Wind(Nag.Int(2nd Pa211e):Lumber Ingaase=l 60,Plate Increase=l.BD Unlloml Loa&(pin H. 2-fc-6 1-2_-80, 9,]-t2=13 COnarllVan 3n85 (ID) Vert 3=855 QWARNNOY�Mtlenlw+nM__,'d N01E9..e..ldVdV ENREFEP4NCEY E. Y30 YM �'JalW °dwuMaPea ,W. fnlea eWM1ldeAbLleding� cbrnm.11N'hCee^lWllaYnllk'elgwffinitkl o�tMaYlNlToxl+d�[W*a}mIr�belmm�TeloewrsnadgWe� II .�e arcn9bxweaaro gevmlt¢'NYgdlmroNaa mrswEbaKu«erwmemm.rnr ,I .. r+�9r MiTi d. adnd`. raZ.li�MiktilyadbgavMl mRya x4mw�aae NadorelM ggdOPeMY 6anade fa 9e lir. 69W Pelle EvI B1A. ALtWkNl.NaaN,OeFaYorn Tdn a'Oldial 211 N,a dlmiy 312,,eAXSN VA M14rOMki3OAd9 arq BC50uNMn9 Componml i Tenpe.FLa 10 edMy1rA011nlan mykbbM1an l�RablreXADe.R19 N.lea SM1eel.9lle dIR.NBxurtNl.VAZ1311. Job T. Three Typo Oy Ply RivetaMS Home.9iMetl IA T1024]164 J11:1151:3 • FLOS HALF HIP 8 1 Job Rel reho ssra) Mamlr9 Building Supplies, Jele0eftim.FL ep' mile imu rc. .. nen ro 09:U:51 mu ID:38p9LdMA1WDIeABe]yWA yRZs4.dt mGM9 F0?WTI6LDIk% RTv BBmmEl.zuMg 160 4212 St02 462 938 1 80 28.12 1 18 z-z 0 1.68 Son,1:173 ].W FIT 2 W= 3 yq_ 4 54 1118 55x4 II 6x8= Ll 2-2L 1 1--' T, Li 11 10 9 8 gxg e 1.5x4 II a8= 3m= 5102 ISM ♦BO 4-25102 342 638 16A 2812 19b 220 138 PIeR06sars(Xy)- 11'6340- - 3112'Ob8 P2-01110'038 61411 LOADING(pst) SPACING- al�. TCI I. OEFL. In (lb) Wall IW PLATE6 GRIP TCLL ]5.0 %ab GriP DOL 0.]1 VeR(LL) -0.10 8-10 >898 460 MT20 24M180 T"L to. Limber DOL 0.� VeR(TL) -0.18 9-10 >624BELL 0.0 ' Rep Stress I.- B 0.65 Hoa(TL) 0.02 1 Ne nVa BCDL 10.0 COde FB12014/Ietim MSH Wed(LL) 0.04 910 >9W 240 Weight:491b FT 2M LUMBER- BRACWG TOPCHORD 2x4 SP No.2'Eumpt' TOPCHORD Stwolural asod sheatheng dlrecty applied or 4-31 one Puffins, 2-6:2x4 SP DSS exoept and veNrals. BOT CHORD 2x4 SP DSS BOT CHORD Rigid calling directly applied or 1600 m bracing, Except: WEBS 2x4 SP No.2 8-0-0oc binding:7-8. SLIDER Left 2x6 SP No.213l 3 WlTek.hend,that Stabilizers and required..loaurg ba installed during Innes eteoron,In accordance WM Sheraton IretMlatlon 9ulde REACTIONS. (I1p812e) 1=1o&-C ]�97N3E Max HOI2 1=41(LC t 1I)1) Max UpIM 1=84(LC 9),]=-95(LG 9) FORCES. (to) Max.Comp.Mlax.Ten.-All forces 250(Ib)or lea,except when Shown. TOP CHORD 1-2-54390,2-3-2488285.34=-131M180,45=-13 07180.5 8=-1344/180, 37=1443H78 BOTCHORD 1-11=4 5 31110 4 10 11-I 52/1107.9-1 R-2392494,8g,im w WEBS 2-10=-1=1539,310-368r34.P9=-1580/145,19=-19/434,543=-1047/158, 83=-2692320 NDTES 1)Wind:ASCE 7-10;Vu8=13Mnph(3-8econd goat)Vasil=l Otmph;TCDL,12psf;BCDL--3.Opsf;h--25ft;B�VSIp L=2411;eave-tfl;Cat. II;Elm G;Encl.,GCo=0.18;MFRS(dr.ternal);cantllavm led and right esposso;mod vertical left end right mmosed;Lumber DOL=1.60 plate grip DOI_1.W 2)C C With load Icer de8red. 3)Provide adequate drainage P prevent water ponding. 4)This tree has been designed for a 10.0 psi bottom chord live load nonconwrrent with arty other Wo loads. 5)'This Wen has been designed for a lire load of 20.0psf on the bottom chord In all some Mars a rectangle 38m telt by 2-0-0 w40e Wit fit beMeen the bottom onon!end.,.Me,members. 6)Provide mechwlwl monegion(by others)of trues,to bearing plate capable 01 arlinstandng 641b uplift at joint 1 and 951b uplift at 7mm]. 7)Load ouse(s)1.2,3.4.5,6,],8,9,10,11,12,13,14,15,18,1;tB,19,20 haaft eve been modltled.BUII01ng designer must review loads to verity that they are correct for the into mad use m this tmss. 8)Hangers)or other cmnecdon devloe(s)stall be pmNded sullldant to support conoentratea load(e)OX It,down and 3 I up at 42-12 on top chard The deslgnmelecton of such wnnection devices)Is to responsibility of others. LOAD CME(S) 1)Dead a Roof five(balanced):Lumber Iccrease=1.00,Plate Increase=l W Uremho Loads(pit) Vert:1-2-113,2-6=-113,]-12-13 Q WA.-ve,s, 4m PeamMa-rpasm NOIad p1)16 ANO ICLYa®Y/IXAFiEa.WCE Flaseli.laOYpl.a9dAL U,E bod.T WM M of oily xdh M,um cwpwcM 1Kdesp�abseil My upon psmwrso dw ml k W m W.kxwl hlQp cdnp-nt not 0r®syilem Bebe nee,his lnMlp WtUlxmelcellN llle4 o"fiN croh,n paanalmad P"Pa Ni-Inre 11Nde$rrxllO Ms w'erJl b�.°� .Ib�'l^�na°tov�m�w�ymn roaLledemmrn�mKKe«wanly mnro�wr�dP��°ee�'wl°r°�"° MITek' IohkollM fldWe.tlMtrery.ereclM Vd paAgollnmeraM INOevdelne reeAM.1/Iwl au�y elMb,bNMaW ae9l.uWgdMparlenl 91x4 vvYe EW 6M4. 9daly WOmMblr WOde M1cm lrlu Role eltlllub.2lBN.lee Stwl.Slle J12.NBXm]M VT22]14. Twrye.R effi10 Job Trus Truss Type O1Y Ply Riverside Home.Rilket l JK � Tl9znle4 J180li: • FLOS HALF HIP 6 1 Jeb Rel rc o 'ore� Mennirq Builtling SUPPIix, Jelmomllle,FL 6.Olbime; 292O bMIre GIJ9, l .MTj6LDaanaRT.ndieouru)Qg 10:36b6hIMA1W DIeABe]yMH_yRZs4-d1 mGM91OFp?WTj6L01ek%MRtFwnd9&mfEliuBOg LOAD CASE(S) C.Norted Loads(Ib) Vett:3=904 2)Dead+0.75 Root Live(belalwed):Lumber Inaease=1 00,Plata Increase=l 00 Union Loads(pit) Vert:1-2=66,2 6=-06,]-12-13 O ntratrxl Loads(ID) Ven:3=-765 3)Dead+UMnllabbable ALI.Without Storage:Lumber Increase=125,Plate I.nene11.25 Uni orm Loads(Pg) VOW.1-2=13.2-6-13,7-12=-27 Concentrated Loads(lb) Vert:3=422 4)Dead+0.6 CG Wlnd(Poa tnlemal)Gaze 1:Lumber Incmase=1.60,Plaza Increase-1.60 Uniform Loads(pit) Vers:1-2-_30,241,4-616,7-12=-4 Ho¢1-2=96,6 7d3 Dreg:2a=6 Concentrated!Wats(Ib) Ved 3a3 5)Dead+0.6 CC Wind(Poe.Insmel)Caae 2:Wmber Increase=l ea,Plate Increase=1 SO Undmer Loads(pit) Van,1-2=30,2-16=26.&16=41,7-12=4 Ho¢1-2-�6,6-7-21 Drag:2-3-0 Gonmintrated Loans(IE) Ven:32 6)Dead+0.6 CC Wind(Neg.Internal)Care 1:Lumber Increase-1.60,Plate Increase=160 Un9orm Loads(PID Ven;1-2=42.2-6-25,7 12-13 Ho21-229.6-7-31 Drag:2-39 ConIcalV aed Loader Qb) Van:3=-506 7)Dead+0.6 CC Wind(Neg.Internal)Case 2:Lumber Increase=-1.60,Plate Increase=1.60 Union Loads(pID Van:1-2=42,2-6-25,7-12-13 Hoe 1-229,6-723 Drag:2� Conca traded Loan(Ib) Vet,3=-534 a)Dead+0.6 MFRS Wind(Pos.Internal)Left Wmber Increase=l.W,Plate Increase=1.60 Unlmlm Loads(pin Van:1-2�.2 30,7-12=4 Ho21-2=12,&7=17 Drag:2a-0 Concentrated Loads QE) Ven:3-55 9)Dead+0.6 MFRS Wind(Por.Internal)Right,Lumber lncreassl 60,Plate In.aaa=1.60 Uniform Loads(pit) VeR 1-2=14.26=30,7-12=4 Ho21-2=19,6-7-14 Dreg:2-3-0 CcnmMrefotl Leets(to) Vert 3=-55 10)Dead+0.6 MFRS Wind(Nag.Internal)Leg:Women Increase--1.6),Plate Increase=1.60 Uniform Loads(pit) Ven:1-2-23,2-6--14.7 12-13 How.1-2=10,&7=7 Concentrated Loath Qb) Ven:3_4,12 11)Dead+0.6 MWFRS WIM(Neg.Inteme)Right:Lumber Increm e=l eq Plate Inaease=180 Uniform Loads(qD Ven:1-2-4,2-6-14,7 12-13 Ho,:1-2=-g,&7=24 Concentrated Weds Qb) Ven:3-376 12)Dead+0.6 MFRS Wlnd(Por.Internal)let Parallel:Wmber Increase--1.60,Plate Increase=l b0 Uniform Loads(al) Vent.1-222,2-6-22,7 12-4 Ho¢1-2-27,&7=22 Drag:2-3-0 Concentrated Loads Qb) Ven:3=-101 13)Dead+06 MFRS Wind(Pas.Internal)2nd Parallel:Lumber Increme,1.60,Plate Increeee=L60 Q YIMNaV�Myp(prrp�mrm are RFAn..CN II XS IHO MICWOEn MTEF FEFEARNCE PIOE La)1)]rev.reeYNI.BEFOFFYSE MJi Wrlb ue M�Mh MIe40cunracbrs.RhdYT KbtetlaYYUWnPnoenolers.nwm.aM storm Yv]M1NAv1 MYdq wn reel,ml Irrsayakm.Pol r IM dWrMdrGJrier moil vallN lM giikdiM olrMtk/rNmrelas wJ pccellY.IcwWrob Rh rlef�r4o me ovBM IaIAp�Wr BaCYp Klcaledam,evanl bxAtlle{o1Mv19q Mno'har, acrwrE domme . Aeno,mi lemur ua Uuo IxmxMen16ru4rIB e 6 Rwu/tlb/YenMiIntIYYaM b nn undtu'un&amanundtra vem,Fyadwei Icabr�a.lu9eeranor �led�Clevaa BYWPob FrIN'L kpLUlbl,blgp9e.WMgrynomthe.Ind q drUaaatllnRry3lelM f,a/JNVMI 1I.1rlNrq.DNdauM.LL ku.3q Cmpulwi T= FL a%te YWIY IMomWlon wdYAe M1an In6�le ruYMe.418 N.Leealreel.SIW 31 R.NBiuvM.VFIIJ14. ^Pa' JOETrncs Ton Type ON Pty Riveraide Homes MiekeE l JK ° T10247164 J1all FLM HALF HIP 6 1 Rel EOnal Manning balalg Supplies. JaK ille,FL 66:sds,7yMH2R dna, W)aDes.i.WTj6ad Jaa196 a6BBmffE a3 ID:Mb01pMAiW OIaABeryMHyRZs0.01mGM9NF0'I?WTI6LDIeKKMRIFvugBBnwlELzu90g LOAD CASES) UnlbOn LDa is(pit) Vert 1-2=12,2-8=12,]-12=4 Hat 1-2=-1],6-]=22 Dmg:23=0 Collcemrate0 Loads pid Van'.3=157 14)Dead a 06 MW FRS Wind(Neg.Internal)tat Parallel:LumEar Irwrease=l W.Plete Increase=l 6O Unlfolm loads(pill) Ven:1-2=-14,2-5-14,7-12-13 Ho21.2=1,67=12 Colwentrated Ioads Obi Ven:3-468 15)Dead+0.6 MFRS Wird(Neg.Inlemal)2nd Pandlel:Lumber Increase=l.eq Plate Inwease=1.60 Unifom Loads(pill Von:1-2=-14.2-6=-14.7 12=-13 Hoa:1-2=1,8-7=12 Conoentrered Loads gb) Van:3-4611 161 Dead:Lumber Increesa_0.90,Plate Incaad 0.90 Pit.matal=0.90 Uniform Loads(dl) Veda-2--13.2-6-43,7-12-13 C Mudded Loads pb) Vert:3=)48 17)Dead s 075 Roof tri,(ball a 0.]5(0.6 MFRS Wind(Neg.Intl Left):Lumber Increase=l 60,Plate Increase=1.60 Uniform aloe&(pit) Ven:1-T-96,28-89,7-12-13 Wb 1-2-7,&76 Pon Idde l Loath(Ibl Veep 3=E35 18)!lead a 0.75 Roof Live(bel.),0.]5(0.8 MWFRS Wind(Ne9.Mt)RlgM):Lumber Increase=1.60,Plate Increase=160 Unit..Loads(,to Ven:1-2=E1,2-f-89.7-12=-13 Ho¢1-2N.6 7=-18 Concentrated Loads(Ib) Van 766 19)Dead a 0.75 Roof UW,(dal.)a 0.75(0.6 MFRS Wind(Neg.Inn Ist Pa allel):Lumber Ilwrease=l 6O,Prete bwrease=160 Unitonn Loads(pit) Van:1-2--89.2-6=89,7-12=-13 H.1-2=1,6)9 Dolwentrated Loads gbl Van: —855 20)Deed♦0.75 Raof Uva(hal.)t 0.75(0.6 MFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.6q Plate Increase=1.60 Uniform Loads(plo Ven:1.2=E9,2{ 89,7-12-13 Hon:1-2=1,6-]9 concentrated Loads gb) Van:3=855 Q WAMINa-VMll Cvgn{wwYWan°+4 aFJO NOTES ON iN6ENatlKLVOFO ENnEN aEFEFIIICE FAGEM%!<IJ m.IOO.V101E9EfOPEVEE I9eY{Br WMla uedYYwnlS NMlekIDcanwcicrs lMdrJ9nkW�WVUPnnp'rarelas NuwR aNhlam MMWd Wdrg c<xnWrcne.rol � Ouvylnn Bslde�,Ila OeejNcrnvslreilly ltueL{ECWIIyd OmM��(vanelenaggopSlYroofWole RB Caprrhbllw overtM kmagrr�.a�gno.rnoa°M eke Prere.aal lawlaroaladMaa mAwnaalaerorarnarrieN�°a+v.aNdFaad l°rriww�weN�rna�.nu�a9 MiTek' kdwq:repeaO kx eMMYwdbpeYenlcalgae Mnl�el�un]tiiaYuvlgM°rNmnr�. FrpIK_W gdWce repaMglM eBW PeMEW aMtl. e3xkabrslppJe.�IM+ry wec%ad Macipol E�IIesaw EuvppemE Mfl4XlUMI WMY¢AwC.dMd>W IQIFWln9<tmWrinO Ta .FL 93810 3artlY INenneXm awlkde Iran Irm Wre F¢XMe.RIBH 1e05Me1,9Yle 31R Ab�dMYi VAY1914. ^e° Job TMs T—Type Gly PIY R.rade Homes Areas l JK ndznlefi J1605"t, • A0t PIOGYBACK BASE 1 1 o1,Rel re MennilG Builtling S+pplies, Jaksornille,FL - J8 5eat ID:31xNWOIA7yMH_y0. N08WVWU%wYggc0HSgEnMioWanglW bla a Ala 214 74 la +ole 141a s2.l eo se Ma�6 xza A3mel.a J}te 9tad Y.ae m39 ala zoo zoo zoo zoo zoo zoo li za + aoa z.o zea zoo zoo zoo .za.11. art. +aa 4x10 iSub=I me BA= p 10 11 12 1314 15 4x4 i e ] 18 O12 564 A 1] 1e 16 3a JS E M3 .48 se as p45 1..11 1.5x4 II 21 ®8 40 BM R 1.6e4 1.54 Il 154 Y2 11 if tS4ll].N'1R f6sal1 22 �$ 1 ybq L411 tsrzd 11 15411 es II 24= a3 1.sx1 lit ap n za zl z6 zs d za @e o 1.5.4 Ls.11 a z-l� ala i�a o]a _ Ibla iau ala Awa n.la roma as za zea rzao 1 zoo '+ao foo zoo zoo z zea +N + PI Ott its(%VI 190416.00-01 I 'O1]0301130 +3 90.2-191 LOAgNG(psV SPACING 200 CSI. DER. In (Iw) lMatt Lb PLATES GLNP TOLL 20.0 Plate Grip DOL 1.25 TC O.W Ven(LL) -0.001243 >999 210 Mi20 244/190 TOOL 7.0 Wmter DOL 1.25 BC 0.08 Ved(TL) -0.00 4243 >999 1 W BCLL 0.0 ' Rep Streas Ina NO WB 0.30 Horz(TL) 001 23 We Na BCDL 10.0 Code FBC201MTPM00] TMwi H W.N.;.7 111 FT=20% LUMBER- BRACING TOPCHORD 21x8 SP III TOPCHORD Stluowral wood sheatt4rlg tiredly applled or it W pudW. BOT CHORD N4SPN0.2 eueptendvelticMs. WEBS 24 SP 12 BOT CHORD Rigid wiling drecllyapplied or 10-0-0w bracing, Except: OTHERS 24 SP No.2 60-0 oc art 3]-38. WEBS T-Brace: 14 SPF Stud 1628 24 SP No.2-1232,1530 1331,1430 Festen(1%) TendlbracestOreno'wedgeofeebai (0.113112.Y)palls,Bin o. ,attb 31n minimum into drtano, and Feder(2x) T arel1 brecea to nan evedge of web edh 10d (0131 ndls,Bid o.o,wilh sin minimum alto andance. Brace must rover 90%of wub lardi MITex remova a Nat SIoMlizes and required crou brealq be Installed and,baaa eredlon,In aawrd91K6I Slanaddin Installation guide REACTIONS. All beaMlgs 3]3 0. (II- MaiHom 13--311(LC 10) MaiUpllft All LOMlM1borlessatldm(s)3].3Oa2,33,31,34,3538except 43=-146(LC ID),2 128(LG 12),28=122(LC 121.2]=119(LC 12),26=-121(LC 12),2i-113(LC 12),211194(LC 12),3 I IS(L012),10=-124(LC 12), 41=-111(LG12),42=1]9(LC12) Max Gray All readiona 25011,m less aQcends)3l,23,23,32,33,31,34,36, 38,41 exwpl43=306(LC 11),30 WLC 18).28 M(LC IB),28=26](LC 18), 27467(LC 18),26=269(LC 18).25=25l(LC 18),24=NNLC 18),3&2]8(LC 11), lh) 6W LC 17),40=2]3(LC 17),42�(LC 1]) FORCES. (ib)-Max Comp.R4ai.Ten.-AB forces 250(Ib)alem exwpl Mien sFwwn. TOPCHORD 5d=25424],]A=322/313,68=332923,410=-29&:50],10-1 b283r3D], 11-12=293130],12-13=29Y30],1314=-293G0],t4-15=3301329,15-18=322901, 161]=259'229 BOTCHORO 42-43=339/353 WEBS 1629=28121-24=309216.4 40=-253+154,2-42i NOTES 1)Unbdenwd root III loads have been considered for lifts design. 2)Wild:ASCE]-10;VuIIs130mph(3 i,aowd gust)Veld=101mph;TCDLd.2ps1;BCDL=3.Opa1;R25ft;8-4511;"717 eave=58;Cat. IC Enp C;Encl.,Gi18;MFRS(drecliorel)and GG Etdelior(2)0-1-12 to 3-104.Ide0iR 10-]to 15-9-14,Extedm(2) 15-9-141021-0-6,Infiniti 2&]-B to 37-1-4 mne;mmilever left and right exposed:and v otiod fell and right erose i for members and fomes S MFRS for reaction,shown;Lumber DOL=1 BO pli grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless dhelwfae Irrigated. [,kAPI w Xx 4vgn-=!:4PEAONartJW1 WAWM",IOE III PEFaii Fx4ElMllYJ0 ��^� YlYwrml«fit.¢I«a us. IndNNpdeLLTn+m,N Eeilly Me g4WtlINol0nlpn pxmularsaW q+M4YMntrxxale tt,k CeY3nlnlolM omdl I„4aneeeen. a«I+Nnaea+eealo ge nu,melaorlmaaa�m�wd�ala«�m.em«„eeawv.a mz�+blkma«w«.+wmz>w ,.I k• aawoneeWletl la shtlNaMhgeveal wu�ewnnemarcue pers«id d8av�+0 qups9yaano9s. r«amaalNdace,e9adtp nw row Pmev FM BM. WNk:olblsl«o3e.�YveN aeclbnaNaocYp olhmv-aM MOryilemi'>ieINLTI1 CudIM Q11Nb,Wada ads ad M1+P Camy+w41 Tat FL.1. ,aft,Inlumgbn rrvdkdehom Ines rMle I+eX,219 N.the Sleet 911a 31x.ea 511 VAY[314. Job Truss Trues type My Ply Rivers"Homes aderit IA L T10247185 J160588P Mi PIGGYBACK BASE 1 1 Job Rei 'oriel Mannirg Buxdin9 Supplies, JeA3omnlle,FL B.OB 7YMH-Y e6 WSMBusP,aa,A Wad Jan:e0HSgE =MiO pa"ys2 ID:366&dMN W DIePBeryMH_yRZ54GNSIMBWyv4g2AbkA1KwVB9ca00gHSBEnMIOLUaWRW NOTES 5)This 1Nashas beendeadesignedfora Iv 1,oftorn 20chortllive nthload.rnwpnli al w11X airy other live 10ads. fi)'This Imes has been tleeigletl for a IMe load of 20.Opsf on Me bottom cFrord in ell areas Where a recmlgle 3S-0 fail by2-0-0wlde Will lit between the bottom cnortl and anyotllermemhers. ]I Provide in cIh nidal conneodon(by others)of Was to healing plate capable of wabetanding 10010 upiin W Johns)37,W.M.3$31,34,35,36 except Qt=lb)43=146, 29=128.28=122,2]=119,211=121,25=113,24=1Sal,39=115.40=124,41=111,42=T]9. e)Warning:Additional pen shar t and all timing for Russ system(not part of this component design)is always retlulred . LOAD CASES) Standard 1)[read A Roof Uve(balanced):Lumbar Increase=125,Plate Increase=125 Unilmm Loads(pip) Vet:1-2-108,9-14-108,14-22=-108,3]-03=-20,3037=-20,23-30=-20 [ak WpNWB�V�Xy 4agRpamrw-vmd READ el CN lX1a4XO MCLWED IV s REP9IEXLE PAGE4-77 m.hai 5BEfaREUBE.�Wltlrwu®uYV'Mm MIekW carvwlas.BhvB9pnk LveRwYLy Po_Laon _.=aW kla eRJe]IW1q WWXp cm{wrvnb ml mmiyYwln setae�.nn bJMXGde w1mut vMN a�eaWbayNolWW�IVaomelersarxfwWexvbK-uM+aR ns 6=Mottnovmal aBury agB®a. ®arh9r dea6mr>,eVenl laWml9 de.rualamwXoael�or.,la m�alx,R«+r. nddWmal lemr»»wn sad P�mareall.o,s,9 M e aawnreaAad wlrPe9wrmdroma�alcalx�a wlminmaPaw�a MrvmdwaPexr�awe. rm 9aaa�a wL�E�e repaaa9 a«a IRvkdkn naWe.rWvar.aeclmaxldacYgdnimsimdlnmryslarmi^MXSVIn10ugIM CxIxM,eLe9aM KY1 BUMnp ConpWwnl Ta�eEM�&i4. 9dAly lamxge4n mJaMe xdn lam dale FdMle,RIe N.Iee Saea1.94k dIR.OlasaMxa VPYI]II. ;Job Truss Times Type Ory Ply Rlvemlde Homes Rives/JK nozmtes J18UaNP A02 PIGGYBACK BASE 6 1 Job 1W5CnM1 Memrq Blildirg Supplies, JeF50nWlle.FL 0.0le5 7y2H2Ws hnCElustrleOXI "ed Jed 1009.5L502017 Pa0et ID:3l{bOMMNWDIaAV111 yRZa2! nLml1C 111 NAwkbr85MDIOWENgg0705L31wa8RV SP10 11-10 1410 1011 22P0 2]d13 2&136 32241 3130 SP10 1]-14 368 4-td 41A 4313 20.] ?<-] SOS N SZ- Sulu 170.2 IBM 11 US- 4 KS-4 19 S so 9 1 W4 II ZO 12 3 SSC 10 , 21 3d i C 2 4 0 b 17 add 22 G a4 11 q B $ 15 a 8 i 19 aw c `a 700 1z 12 23 24 11 10 35- a4= 16 a4 11 1012M105HSC SB10 i1S8 1310 2258 22 d '2a PB 2a J 9]30 sato 1]-14 ]-2-0 3100 O-tz ]-ti O -tz 71_12 Plate 011ai (XYF f4O230211 I60Sp Pz-0t n20E-B.o-2at ris o-500-4 t LOANNG(psi) T CING- 2-06 CSI. DEEL in (lac) Weft 1_/0 PLATES GMP TGLL 20.0 Grip DOL 1.25 TC 0.36 Veri(LL) -0.1211-12 >99e 240 W20 241/190 TCO, ].0er DOL 1.25 BC 0.61 Velt(TL) -0.2]1314 >999 189 M1SH5 244/190 BCU_ 00Stress Ina YES WS 0.63 HorzQL) 0.12 12 Ne Na FBC201d P12007 McMx-NSH WeghL 25011- FT=20% LUNBEB- BRACNG- TOPCHORD 2x4 SP No.1 D•Except' TOPCHORD Stmdura wood sheathing drectly,applied or 6000,pudina, d3:2x4 SP No.2 except end veri BOT CHORD 2x4 SP Not BOTCHORD Rigid telling lowly applied or S7-4 od brazing. WEBS 2x4 SP No.2 WEBS 1R.a mldpt 0.13,812,7-12 MITel,iscoarradends Nat Stablliders end required aces b2dlg be Installed during Muss Section,In aCLprderlce w;N Sadll]er translation ouide. REACTIONS. gifteme) 16d43g-5S8,12=2333838,10=311-518 Mex HI 16=329(LC 10) Max Uplift 16=-222(1_012),12-_379(,012),10=32IXLC 21) Max Gray 18=452(LC 21),122385(1_0 17),10=30](LC 11] FORCES Sid-Max.Comp.RAex.Ted.-All fOmN 250(Ib)mless emeprwNenshown. TOP CHORD 1-18=-0)024],1-2=9991d55,23=38N101,3-0=-arv]k48,4-5=BY6]5,58=-85Is]5, 6-)=222/1143,73=2677555 BOTCHORD 15-16=3]5400,1495=4]801]6,1314=5&Y331,12-13=1058,1528,tt-12=624253. 1011=418"142 WEBS 1-15=-281788,2-14--363/478,314=-329261,414=-253905,413=-701205, 513=-28W198,313=-241898,612=-132N465,7-12=658r32B,7-11=182'517, 511=3]4280,8-10=-218/609 NOTES 1)Unt alenoed mof live loads have been cons cered for this design. 2)Wind ASCE 7-10 Vuli=1 Whiph(3-aeocnd gust)Vesd=101 mph;TCDD2psl;BCDL=3.Ops1;h=-25ft;8=4511;1-378;esus=SB;Cat. II;Exp C;End.,GCpib.18;MFRS(dimtdolap and C-C EaedoR2)Of-12 to 3-10-7.Irde0ot(i)3-10-7 to 143-0,EderioR2) I4 to 2803,Interor(11x-03 to 37-14 zone;cantilever left awl right V.M:end vearel left and right exposed;G-C for members and!forces 8 MFRS for reactions shown;Wmba DOL=I.W plate grip 00160 3)PmAi adequatedmir Wtopmv twaterWMIW. 4)Aft pleas are MT20 plates unless whercdse Indicated. 5)The truss has bow tlasigned fora 10.0 par bottom chord live load rancpncunent min any Other live loads. 6)-This buss has been designed for a IIm l0ad of 20.Op5f on the bodom chord In all areas where a addagle 3450 tall by 2-0-0 wide val fit between the bottom chord end any other members,al BCDL=10.opsf. 7)Beerirg at foint(s)16 considers parallel to gran value Using ANSVTPI 1 agle to grain fomlula. BUIIOIng designer should verity wooly of beating surface. 8)Provide mecbe rlal adm i tion(by Others)of truss to bearing plate females of altlstmosng 10011-uplift a jointly)except gtdb) 16=222,1279,10=320. es1e ..md9F4a XO]E3 PY]XIy INa WLLWEU MIIExaEfEfl<MCE PT6E AR)Ir]nr.la4YAI5BEFONE U3E. bees,..Iw—.1 win HimBwaN�Y{F�k[un)uiYUF>t�1*'>•w'^elers9urvm.emtl klw m YxAN3M IrYJYy cum[vmm�l.rvcr ImW,dese esbxe U».ryg pYd�g deeM�t�musl ireeN the gmec�4lN olfvXx' �pam�elms vNlvc4eM1vnds" ividn Und porid. tll WO`p tHerT.as ldors eletlklogevenl Lurowh h9vYAq MwveDaM/[e-ped, n�rsaey. MtlMvl remMUYaM Gamm�wmlda#p e btlwaM1�eR1eOMN tldtlllYaW bPa•'em1cW4/e MIN�NP vJ LVfYadpgalYd>t Ae.ld gercatl 6tl�ce�eNa9Rw pdtOMv 9arye.dela'MY.W¢cMn ad dacNN of tvemaMlmRMlem[fewaHM/IPlrGdrV COMM.p5esaq K'M auNgCamWrMM 64W RM ESI BeU. 3ytly MgmaXm eVtlWe M1an but Woe MIINe.21a N.L9e.Mee1.aJ631R Neiai0rl VhIIJ14. T.�q..FL YIMa Job Truss Tnae Type Ory RY Riverside Homes Awl JK T10207167 J1605991, A0d Piggyback Sale 6 1 ab Re Menniry Builtlilq Supplies, JakSarville,FL 8.030 a le, ...as Inc. Wetl Jan 1809:51:59209Page 1 10:36bBItlMNW DkABe]yMH_yP)e4-B1ticRNDmVO9OHUIeIINOtleloxwYeIH3XE9CVPM2ueRU SP10 ltde 1460 1870 22-0.0 TFSIa a28-11 3130 5410 S]-10 308 4-0b 41A 4613 461a S65 64= SWa=1:702 1 am If 59= 4 is 5 20 6 154 II 7,N FIT a fee ]21 10 2 14 4e] e 17 ado= 22 36 a fial 15 g Ye i 13 ;^Jll 4,10 J d 012 se 12 3 24 11 10 a sss= aa- 3-4 II 10d2 M1istR 11-SB 16]al d 2258 22l]d all 5410 S]-01 F2-0 3100 0.i-12 714 7d8 Pla Offset (R.Y)- I10. 802-11.16'0880-2i11120H4B P2-011 '05004-01 LORDING(psi) SPACING- 2-0OFWl P EFL PLATES GRIPTOLL 20.0 Illem Gtlp DOL 1.251e11(LL) -0.1211-12 a99B 240 1 244/190TCDL 7.0 lunber DOL 1.251 ll -0.28 13-14 X999 180 M10SHS 244/190 BCLL 0.0 ' Rep Sbesa hlcr NO3ort(TL) 0.10 12 We rW Bil 10.0 Code FBC201411`s ) H Weight 2.fl, Pr=209s LUMBEW - BMONG- TOP CHORD 2x4 SP 10'Except' TOPCHORD Shull wood sheathing directly applied or l os,puNra, 46:2x4 SP No.2 wdo l wild verticals. BOTCHORD 2x4 SP NO2 BOT CHORD Rigid ceiling dlrec0y applied or 5-5-10 oc besting. WEBS 2x4 SP Nm.2 WEBS 1Row atmill 4-13,(1-12 MTek recorrawaS that Stabllizels and reg4lrW cross Orsclrg be Installed tlurilg Idu �do uon.In accmtlenae Mm51:12en Irlstallmen gu la REACTIONS. hoolue) 167124153,12=21184/0.3-8,10-70310-543 Max Hors, 18=-329(LO 10) Max Uplift 16=-222(LC 12),12=887(LC 12),10e:30(LC 8) Max G. 16=433(LC 21),12=2Tri 17),1Dist C18) FORCES. (to)-Mar.Comp.Mlar.Ten.-All forces 250(Ib)or less except when annual. TOP CHORD 1-113=-450120.5,1-2=832447,2 3=-2 6106,4�.S e=-8392Q 6-0=-2181119. 7Y87820364 8 9739]/173,910-_-537164 BOT CHORD 15-16-3754438.1415_-431/1103,1314=3211337,12-13=-1115/534,11-12=-040222, 10-11=-481318 WEBS 1-15=286/]11,2-14=-9101482,914=-3 3 02 81,414=-242/]99,4-137]88203, 513-2681198,813=-242Po93,812=-13281458,7-1211-10501993,7-11=185106, 8-11=-]86283.61 Oe:8201114 NOTES 1)Unbalanced roof live lows,have been considers l for the design. 2)WIN:ASCE 7-11 VUIl Well(3aecond gust)Vaill01 mph;TCDL=4.2,l BCDL=3.0(ei;fell 9715X;i earsSh;Cat. 11;E¢C;Eftol,Gl8;MFRS(ldbedionap and C-C E1CerIoR2)0.1-12 to 3-10-7.Internal 3-10.7 to 143-0,Exideffi ) 14-&0 to 2603,IMerol 2803 to W-1-42me;caltllerer left and right exposed;wild vertical left and right eVm wdC-C for members a of forces&MFRS for elections shown;Lumber DOL=1.80 pate grip DOLr1.80 3)Pr0vitle etlsquate drainage to prevent wall pooling. 4)All plates are W20 plates unless otherwise indicated!. 5)This Blas has been designed fora 10.0 psi bodom chimed Has held nmrwollcunent earth any other Ilve beds. 6)'This news has been deslgi ed for a the load of 20.0p5i on the bottom CMN In all areas where a rectangle 310 tall by 200 wide Wil tit between the Mftom chord and any other members,with BCDL=10.Opsl. ])Bearing atjolnt(s)16 considers parallel to gmin value using ANSt4Pl 1 angle to grain formula. Bul c ng designer ahouN verity capedly OI bearing sudact, 8)Provide randunlcal connection(by others)of buss to bearing plate capable of vnlhstan irg 10013-uplift at hinds)10 except gl=1b) 16 22,12=687. LOADCASE(S) Slandand Q WIXNNa-MIy4a4Frp'nmweNPF4d NORa p1 iIR.WONCLWFa MIIENaEfEM NCE II4EIN)4Am.m9YlOIFBelossueE X41..,es."we aMmaa fie,M¢WYTkAied cNY Wlarelersiawn-'a Iw.1.1 kxq'dMdrg mmya,enl.rot 111rB Miaw 6vlwe ve.M Wdp tlefMrlermrMve1ry 11n1pLCMllyoldmlan Fa=rnielelsard goFerlYhcM*"+raie XW dr.Wn Trio iMovernb bJ111g1k43n.HvllghACaRlkbgevertldwWg rNMYW auaweDaq/wcMrtlmember[aJY.NYJM1ddM mwaYmtlFennu'ere Go-L9 ktlwaWrxFYW lasklillyadiogevenlcd�4m Wcdo Fem1N4T1ey oNgWerly Wng3-. fa atl peace rep�drpM will.dN Npkaibrlib�e.tldNaY.wlean c. ddi of NYe.elm noema raaV ,ekYly<1Mlo.peade and I WMn9 compawnl assay Ovtlttle tom was flak sermal tut H.lea Sheet.axle 411.Ne.VA.1a Turye.FL 3x810 JOD TYIm T.Type Oty Ply Riveleide Hames Sfketl l JK 024]16] ,J1606aP • AIXi Pipgybeck Bele 8 1 b R t pG 1 Mennilp Building Supplies, Jeksornilk,R AiWDaBey2e20160ATedEB qi ldl. fls Janleok5MhTK)d3 PaaRT ID:3800kIMAIWDIeABs]yM1H_yRZs0.tlEB_gDPGkGFveJleoutlAnlxWllUkJM1TID6,zuBRT LOAD GME(S) Standard 1)Dead♦Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Unifmin Loads(pig VsI.1-4=-54,46=M.621=-56,14-1 -20,12-14=-20,10-12=20 Tlapexoidal loads ylp Vert:21=-13241 -toe Q W.6M'Na Vnlry tleelpnpn )ES CN Ea IMER aEFEP1NCEP ))J MIYN E eE �� pnplmalaur�cWY'MM MIIeM - ._ I Jee4X hl.' - �� veal elan Lwwn. N}NI ItlW L. Lwl InRirtlein �Iae useJMl lry,¢le9w IV ON Av1I MA Mor I - t- �nle , [ 6 1 �a R6 r1vIH b. IM ow�tll w,ana daeea WacYq kMculee]klu aeVealtwckllp ul - 1 eD aalo,aKKam�,al «vr. �l fiuro�emnaa,r an�w,ma.�nlauvl.J MiTeK kawamreweola.wauNaalo waronl e�uv„awnnwamaPnwre I. wrmawroe<Ivaam4 Ia Denela eud�.r �maaerellw lonlaaan:lave.aaNay.meanon aarfi«ire of na�amalnrg.mlaa�a weululml assn nn«W,ay.ev aaa acv uaugcoaiPoa.m „aa`r�P�3sio N6 SyeM YeamlW.vi aWeCle han Inn Rule NSfiMe.flB N.1�Sheel.9Ele d12 NefiaMiM.VA2R]I Job Thas T1IAr TY➢e01y Ply Rivanui HDme0 Mirketl l JK oz4n6e J180589P a GetHip Girder 1 1 Job Rel 'anal Meeting BUIMIn9 SIgNles, Jalaomnlle,FL 0.03005ep20201 -&JI30FtLelly. w FCN16nuvze OM gal 10. 11-It. WgeABeryMH_yRZ24-ZCJ1 IiiiyOyTh]AwsFCNl6]iuyVFzweOZOM1zu9RR 311b 6-0O 1011-0 12118 14119 16140 20118 Y2V3 .-c A1141 Al .B 94 t, 139-0 18b12 16110 202-0 2 dt-l0 Y311t\201 4 Rd0 1391 188 IR8 P00 Oim�1e8 -0�01 LA1 2-0L 128��b A0.D Pig 085 1H 61011118-0 0492 1Oe 1si 5cele=1MA QB dell 3010 1 16 10 16 12 10 1� ] VIA t 5= z6 TOO 1z sato 1 - zB sx10 n RAS _ 2NP,LEO 0 11 4 .P NPILm31�- of la ' 39 M 58 57. 50 .D 59 An 3 61 me 615 11= ,s= M WILED M WILED S, NOLED 3W= Sx5=58 11 NAILED WILED NAILED NAILED WILED NAILED WILED WILED "LED WILED NFILED NVLED If 12-111 16112 202-0 22-]-2 1492511-0 200 1 U 252 3Y1 3]-0 3]d SZ4 2S2 1314 1-00 PlapsOffidepi 11'0. -130• 112'0.4-0033L 5'0.2- 20-21111TOd-00411130'0.2-120-SAI 131'04-00331132'0-1-130412113]4/-0-06411 LOADING W SPACING- 2-00 C51. DER. In Odd) Well w PLATES GRIP TCU- 40.0 Held Grip COL 1.00 TC o.82 vel -0.18 35 >999 4150 Mi20 244/190 TCDL 10.0 Lumber DOL 1.00 BC O.T3 Vad(iL) -0.263535 >999 360 BOLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(R) O.OB 32 We home BCDL 10.0 Code FBC20l,YTPl20D7 Ma1rN-MSH Wbq(LL) 0.12 35 >99B 240 Weight 2]51b F1=20% LUMBER- BRACING- TOPCHORD 2x6 SP No.1D TOPCHORD SlluclurN wall aherani directly applied or 4-2-2 old paka. BOT CHORD 2x6 SP No.1D BOTCHORD Ri telling timidity appimul or 6S6 add bracing. W EBS Sail SP i JOINTS 1 Bre09 at Jt(s)'.11,17,22,25,8,42,43,44 SLIDER Left Mae SP No.21-11-1.RIpht 2115 SP No.21-11-1 MIT&recommends that SlaNlizere antlraquir,dizoes bradrg DB Inatalletl tluring tined mrectlon,In accortlence MM Sbdllzer Installation 01i ds REACTIONS. (IDblze) 1=2202RFS8,32=2202/45-8 Max Hoa 1-1881 Max UpIM l=8l3(LC 81,32=-8]3(LC 8) FORCES. (Ib)-Mex.GanpzMax.Tan.-All lames 250(ID)aleds except when show. TOP CHORD 1-2=11`05g03,2-4-26BSI1107,31-23811155,45=-238]/115168=1)62 , 84-1]821854,9-11=-1]62/854,11-1311,2061 W,13-14=-286/180,14-1]=311/188, 919=-2]2]18],19-20--25]p 58,2032=-251159,22-24=-1]05/842,24-25=-1]05IB12, 252]=-1]05942,27 29=-23]11149 2938-231/1149,3031=2665/1105, 31-32=170.5!!08,3-S 2]82]1024,S]=26891045,]-10-2631/109910-12-262111 IN. 12-15=-2645/122],15-14-21111993.1848=2102488,18-21=26501229, 21-23=-2633/1155.23-26=262]/108926-28=26901045,N,W 2]86'1026 BOT CHORD 1-34-1001M!514,3&38=-17834365,3]-38=-1924/4612.3&3]=160S3BB9, 3536=-16105901,3135=1918Nfi02,33-34=1761/4355,32-33=40002513 WEBS 2-39=-62811514,31 33-W711513,6-317511328,11-3]=18]1351,1134-161]211, 17-36=-75i 2]-35=]591333,22-35=102/335,2236=-1568/140 1911--5]9/1163, 41-03=-5M1163,1841=94311584,14-42=WS1135,40-02_565/1135.15-00=328/8%, 20.21=32]1153,2324=3331156,12-13=-32]/152,9.1 4-324/1 5 5,330=-2302/947, 338=203/381,3433=ZWAS47, 1971349.161::i NOTES 1)Unbalanced Neal Ilve loads have been considered IED this design. 2)WIW:ASCE]-10,Vdk130mph(3-second gust)Vast-t Otmph;TCDL=4.2p1;BCD!,Dpsf;h=25ft;B=45ft;L=26tt;eave�tl;CeL If;Exp C;Efti GCpI-0.19 MFRS direc0ofaQ;cantilever left and IgM exposed;and veMcel Telt and right exFosed;Lumber DOL=t50 pate gtlp OObt 60 3)Provide adequate dralrege to prevent ester ponding. 4)Al plates,am 2x4 W20 unless othemse indicated. 5)The buss has been assigned for a 10.o psi di chord Ilve ball nonconcuneat WM any other Ilve balls. 6)-TMs truss hes bean assigned for alive load of 20apsf W Ne Vueso drand In at armed Mem a recima le 346-0 tall by 2-0-0 wide Will fit between the di chord and Any oMe,members. T)Rovlde mechanical c rnactlon(by oMea)of truss to bea6rlg plate capade of wilhsteMllg 10D Ib uplift at jolnt(s)except Qt=1b) 1=8]3,32=8]3. 8)Graplllaal pur in repo ventatlon does not depict the size or the orientation of the pllrlin alorg Ind IW ander bi chord. ,)'NAILED'iVIcata541 W(0.148'x3')or 3-42d(0.148'x325")tod-nals per NDS guitllines. Q WI.-ssoal'�Ai iaauai AsAO MOIEa da has 'O N0.Ve ....Sma.11.m.I.IBBf£OIIEVBE Di Wkl for uawiY MMIeXQacmncc Rau smnrAnnk.aiYupmpaanelen.ad b la an MUM.GlasgcmWxmtml In.ii Belvue lee.111e"Amor meads mus vMf,ll¢op J" nt".1e"ead xind iem aM—nallY ni,n NRtd Flo Ms,—.1 WQgRW. BalglMkaleab to gears,1.1 of MKMi aMlw chat mere.w9Y add.binWW me Taff—I d¢9q e A dwa(.1ep4eO=IIYwilo reveV cdlgae MLS pada L wM di con faaally l.rWla. la arded palace m odr lq Me BW4 PeheEW BYI. rourr . lNery Ifaide .wacMa,m]Load,di ms Mlles chem A dAN0111N 1 seal Cara,oss-s,Vat 1431 WNq kCCmpmwra sassymal...In¢Rare hB0ae.218 N.leafieet,Ane 312,Olma.b.VA V314. Tin,FL 89010 Job Tom Total Ory Pty R,WWdm Homme SAW JK TIf24T189 J1605B0P • BD1 HiD rarmr I 1 Job 1E aamce(aptianmll MamrM Building SIgDIMs, Jekeomille,FL "'ID 29 6MII Se Jl MFkLW.Inc. Wed JIM 18 FCNIVZ:52:o QZ Paya2 ID:3W&xIMNW DIeABmT�MHyRZsihJ130FbLWyeyTMRw6FCNI6]Zuy'RzweOZMxWRR NOTES 10)HafKlar(s)or other connection davloe(s)shall be provided add clent to support concentrated load(5)152 to down and 1401b up at 240,and 1 W In dONO and 1401b up al 23114 on tap chord. The desiBNselactlon of such commotion deACOod N Ne respolaibllry of others. 1 t)Atte morn checked for 0350 deflection. 12)In Vm LOAD CASE(5)section,loads applied to the face of the truss are noted to IoM(F)or back(B). LOAD CASE(S) Standard 1)Dead♦Rool the(balanced):Wmbar Increase=l W.Plate Incmase=1.00 Uniform Loads(pit) Van.1-2_1 W,2-4-100.3031=-1 W,31-32=-1 W.454440,3-1f-15/,1636=454 Cocentramcl Loads(Ib) Vert:37=-37(B)38 p)33=-6(13)39=37(13)35=.37(0)55=-5(13)59=-3(13)51—tt7(B)54-37(13)5 -' 7(13)60�7(3)61=-37(B)62=37(13)&9=3(0)64-6(B) QWAIWNa�Ym'bY Lulpnpuam�lm MPFAO MOTEe ql iHla M'OYIaLVOFa YIIENaEFEMNLe 4IaEMR]IArev.ratlYAle9efOPEVSE f%Mn W W Ia�aYY VAA MlekPmx�eclas.MsdNpt mbtYtl aYY ulwnruunnluSNuwrt aMAIrn o�IrvJlNtlwl LVYMrg mniV W�enL rot M1Y05Vtlan.aelwe .XC MiMp W53rwr rrvsl�arllylMgCb2lM]dUe�Ppranelmsoul goperly MonY.vole at[M�.r'r Flo llw owvdl Wdg�2dT. BacLglMkOledk Io gevenl LucpFg dMMIdM MxW m1/mcMtlmmmM'xaYY.Pa011hxx]IemP'aW Td q+mv�enl Ma^Jrg mdwgmraWrmdlw tldulMmelo ga.mmawmra wnmmla Pm�.ara roc mo ww>erly mama. w�ammardad�wa ravQam lM sw a.A.FyaN9. IR hnlbm tlorme.dellery.mlmflbn m][xaclrgolNWesaN haaMBllit ieBMll/INI OiMM Q6wMr.OHJeaMCNINigCmrrWarMrO T� FL'X1610 ]aM1ly IMOmimXm aWhtle M1wn OwIMR YitXMe.41e N.lea SMM1.912912 A4�dYlb VA9491<. ^Oe' Job T. T.Type Oa, Ply 91.Ido Room.."a. ndznlee J160599P See Aft 6 1 Job Relereme -arW MenrinA BWldinA Supplies, Jexsomnlle,FL fiA30s VMH-y 016V90%1MuvKn Irk. 6WZUteolr52.aaeot9l•eget ...WD IeABeryMH_yRZW-V?OVUIGVKysgNFtllSzyZKtlSCG ?OfoGOyvg4es19RP ♦topts Os,, e.t�11 tan�t .19 iS11711 ht a N 15 o-A0 tS t tR SO ' St 41018 11615 o4z o4iA4 Sm5_ $C.le-1x18 6 as= a4= 1.50 12 1,6011 4 u e 12x4 u Is" 1,5W 11 323 g B 2 z 0 1 a38 11 a 13 12 &10 11 a.8= Ips= tato 11 flea su 3 Pla OX els(xn I '0.48 Etlp L 111'0$- Edger 112'038 Eo0 I I : 03-8 Etlgel LOADING Ober) SPACIN4 200 C81. DEFL. In (bc) WO1 tM PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.91 Ved(l1) -0.361&17 x558 240 W20 244190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vari(TL) -0.5]12-13 X518 180 11 No me CDL 10.0ca 0.0 • POP Strams in. YES WB 0.15 Co0e FBC1014rtPN007 Mart,MSH AMC m) -0.291213 369 360 Weigh:1140 to FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP bell TOPCHORD Slmcluralxvod sheathing dbacAy applied!or 2-2-0 an burins. BOT CHORD 2x4 SP No.1 D'Excapr BOTCHORD Rgid Calling directly applied a l(RO-0«bmcing. 12-13:2165PNo.1D JOINTS 1 BMCe at Jt(91:14 WEBS 2x4 SP No.2 Wff k recommeMa that StaMllzels arb required cross bracing SLIDER left 214 SP 140.22-0-0,Right 2x8 SP No.2200 belnMNletl CWW More erasion,In accordance wXh Steel Installation auto .e REACTIONS (IWapa) 1=10 0 345 3,11=10031453 Mss Harz 1=215(LC 11) NOW Uplift 1=318(LC 12),11=-318(LC 12) Max G.1=1120(LC 18),11=1120(LC 19) FORCES. (W)-Mas.Gomp.IMex.Ton.-All forces 250 gb)orlaes except WTenshovn. TOP CHORD 13=-16)1529,3-4-15151478,45-1159457,Sfi=14250,67=-0250,7�116Y457, 9-9=-151S IT8,9-11-1571/529 BOTCHORD 1 13=371AS49,12 13=214/1282,11-12=37UIW WEBS 412-33 62 07,3-13-335d!07.5-14-147V!509.714-14741503,4-13=-SY570, &12=-551570 NOTES 1)Unb0arcad roof live loads here been Con.iJemo for the rise,. 2)Win0:ASCE 7-1a,Vult=130mph(3-second guar)Vasd=101mph;TCDLd.2psl:BCDL=3.Opsf;R251t;S-mft;L26X:eOVa-Vt,Cat. 11;EV C;Encl.,GCW=0.18;MFRS(dlrectionar)and C-C Eldemar(2)0-00 to 300.Imelle,R)&0-0 to 12-113,ExMri09(2)12-11 5 m 157-15 zone;cenXlevm left aM right a Wmd;end VaXlCO 1O1 and right exposed:C-C for members and forces 8 MFRS for reactions stream;Lumber DOL=1.60 plate grip DOL=1.60 3)TMs liters has been designed for a 10.0 psf hotlom Choul live load rlonconcune rt x1111 any other live bah. 4)'This toss has been oe0gad for a Ilye load of 20.Diner on the Whom chord In 01 areal Mme a rectangle 380 till by 2-0-0 title Will M between the boftom Chord and any other members. 5)Gabon,chord live load(30.0 MN)and accidental bottom chord dead 100(60 psi)applied only to morn.12-13 6)Provide mechanical withedon(by Whets)of buss to beating plate capable of wllhsla cling 10016 uplift O 1oln1(s)except Qt=1b) 1=318,11 d18. 7)AMc man Ch.&.d for U350 deflection. Q WA.%INe Va1M'epn GRur a--'Rama..do 1.xya.1adEq MI1Ex REFERxXCE GAGE MY91F9 nr.1.11 BEFOREYSE. I adn vdl]la cos.1 r1 1NIek®conwckn so te4f^ e"M'"-n,r-1-a-u aJ'hlam MIKLY'WNWgc noxa. 1 o Mmayblli.an'ae-.InaWoull tlmluW mut vvav Rn unollco`11NolOa'y W-al.ad wgMyea-aCtto6 RB tloiu M.the easel Wdrp UWpn a«hpLgcabtlklu wm'wahcdxpotbvWNia%litmwebaq/orcMrtlrtren�icNy.AMXavJlemn"r-WaJ'ltdaCF9 el(• a W1a)a tepAeOWNxiNuMbwOcenlW wllh La4N.lxrmrnl LaryaW wgxrlyd'n�. fa�rwrtl Wxi'tcere9md.M xn aveb EM Nd. Ky,sommluaae.eaNmy.aBCummeburn ,218 N. ad LmisAft31 re2ANW1 VA M1.g8ad9<rl'aGSlapgCwM1pelwa TamOa,FL 8%10 Mly,IMpT'.en wyMNe M1dn l�RaR MBMe.Rte N.me SOM.9x1e a1R.NsxuWla VARRJII. Job a Trans T.Type Oy My Riverside Homos Manor/JK 024]+10 J1605B9P 809 ROOF SPECIAL 1 3 Job Rem arca o BorWS Mermlrp BUJJng Supplies, Jelwomllle,FL WDI.A"op TyMH y16MTex the Won Jan 100&52U5201dP R ID:3668mMNI DIeABeTyMHyRZsarB_e0HX5GVK2PCGeRo010-4 wUGxfOdOzu9RO Ib0 BEB 12418 1240 20.40 224612 25-061 esti 148 6u-0 62-0 211-0 2a12 2116 art= BWe=1531 4 M 1514 II ].80 12 36 2t L 10 6 3 305 i d 2 412 B 9 Sae II +] 18 16 14 13 12 11 10 1.5x4 II 56= 910= form= 36= Son= +SN II a58 BiB 12118 1]-LS A18 221612 2S10d aso ala sbB az-0 2++a zalz z41a PbmOfl hf KYH- f1'W - Al N1 OSB.P1-8115'0-2a P391 LOADING(Pap SPACING- iJ-0 CSI. DEFL In (lac) V 11 L/d PLATES GRIP TCU- 20.0 Plain Grip DOL 1.00 TO 0.84 Vell( -0.161314 >988 480 MT20 244/190 )CDL 7.0 Lumber DOL 1.00 BC 085 Von, -0.53131d >0' 380 BOLL 0.0Rep Stress1 .T NO WE, 0.88 H0Gi1L) Omit 10 we Na BCDL 10.0 Cods FBC201447P120W Matmr-MSH WIndi 0.1]1314 >999 240 Weight:49916 HT=20% LUMBER- BRACING- TOP CHORD 2ul SP No.1 D'Except' TOP CHORD Simctural wood sheathing numcllyapplletl or 2-8-0oe purlins, 68:2N SP Ni except end vedlcas. BOTCHORD 2x4 SP No.1D BOT CHORD Rigid ceiling directly applied or 1PO-0 o,Loading. WEBS 2x4 SP No.2 REACTIONS. (IbR¢s) 10=2966M112,17=1114/0-58 MaxHi 17=274(LC 12) Max Uplift 17=ao5(LC 12) Max Gmv 10-330mLC 113),1]=1136(LC 17) FORCES. (lb)-Max.CompJMax.Ten-All forces 250 Ob)or less except when dpwn. TOP CHORD 1.2=-1859/268,2a=1690.2]3,34=1600247,(IL13=948257,57=-1063591 7, 78=AS"h232,S-9-5601M,8-10=3208N,1-17-9]9/184 BOT CHORD 16-17=988/1413,15-10=809/1413,1a15�12/149 .1314=73910011, 12-13=-2598]57,11-12-49/5576 WEBS 4tb-28512003,3-14=289'161,6-14=80241813.4-8-2391285.8-11=45S5995. 8-11-2701M.612=-229V55H.7-12=-142643s4,7-13=-550/1985 NOTES- 1)3plYtmss 6 N cgaecled IogetNrwim 1 W(0.131'x3')tells as fdbwa: Top comide con homal as follove 2x4-1 mw et t-0-o Oe. Bottom chords connected as 611085:2x4 1 umeat 10-00p. Webs OJtaected ea lollows:2x4-1 row al lm-0o , 2)All Ioeds are com6ared equellyapplled to all plies,except ii rested as front(F)m back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads lwtatl N(F)or(B),un6ss Otherwise indicated. 3)UnbMenceri mot live loads have been w sidered for thin design. 4)WIN:ASCE 7-10;VUI1=130mph(3Secondgust)Veld=101 mph;TCDII-4.2I®b BCDL=3.0gaf;I<25tt;B-thf1;L-28fl;a hue ft;Cai. II;ESP C;End.,GCpl m18;MW FRS(Junctional)and C C Enormity)61-12 to 3-1-12,Inlerior(1)31-12 612-118,ExteNnt?) 12-118 to 1St 1b.Inlahor(1)16-1112 to 2588 zone;cantilever left and right exposed;end vertical Ref arM right egimed;O-C for members and forces 8 MW FRS for reactions shown;Lumber DOL=1 60 plata gm,DOb1.60 5)Provide Sunshade drainage to prevent wamr pondiN. 6)This Miss has been designed for a 10.0 psi Whom UOM live load nonconcurmnt with any other live loads. 7)'This Mise has been NSlgned for A live lead of 20.0psf on the bottom chortl in ell areas where a rectangle 380 tall by 2a0 wide will fit between to Whom chord and any other members. 8)Provide mechanical corm odion(by o6pm)of truss to beaMg plate capable of wltMlanding 100 6 uplift at torn(.)except(tidb) 17=105. 9)Hanger(s)or other connedton Mascots)"I be provided aunbrout to support condom wed lead(a)27816 down and 11916 rp at 1788,and 28716 down antl 1231b up at 18-60 on top chord The dedgNselection of Such cpnrlecnon ceNce(st is me responsibility Of others. AD CASE S Or� yy a�ily,onars nwlwemENEde NOTES be TItla ANe M' o..IMTEI[aEFEMNCEYA0EI6)I -mNA15BEWBEaaa MleMw Ov'sun dOM uu'w cmriecbn.11t0eYq,kn¢etloMY1I/-r WmaelanBuntaM klamMNM]rw4 hi%�p mnpvent not I-x le Some-McI Y ecM+-/o@M3Offi7nhb me oeeN MlMrg tleegrt @ 1p Mt.aretlMbgevenlGcakgoll MJrtl lnoweb mild lndme�Ma[giy/i[Wbrvl lwnMaYm]rM11MnMMacJN kdwaya reg1a01w aRCPo1YgN1 bge':ae�'M4ze MmncmLe tTertu'blh#xY�agMMlYd�e�o.ror9erw1d P4�J1�epn�p M rcMkWk We.rlalvaY.aeclMr aq MaYpd dNL mtllwayumr LLL W9/.vA IMCXIerM,p0ed9 mC%LSUM1PCurpwxrB m04 Pmb Fr+BMJ. 9Mh INgmdbr avdLLYehan film Pa6kWkrIa.210 N.Lm Slee+,911e J12 NewrgM VAR2]II. Tenp1 FL A%10 Job Truss Tmse Type OtY Ply Ri nioe fomes Mirketl IJK • • T10247170 J160wP am ROOF SPECIAL 1 3 Job Reference(nousyi ) Mennilg Suil6ilp BUPPliea, Jeloomille,FL 6.0306Sep2920R NpTek lndlsalM llY;. Wetl Jan1609:IMUQ fDoftAe2 ID:36t16kIMAiW01eASeryMHyRIs4x8 YOH%SOv%?PCGeZTob'h)KZgBwUOxiDdOzuBRO LOAD CASE(S) Sr mn 1)Dead t Root-W(Ixmmetl):LIIIIIIMr Increase=1.00,Plah,Incleas6=1.00 Uniton Loom(plf) Vert 1-0=36,4-536,6.22=W,22-24=-207.9 2b364,10-9=-13 Ca Mratecl Lmm(lb) Vert:22=-22623=-234 AWaXWaYmYy Mtlenpar+'nalnr antlflFAD NOTEe p1TIYSYIONLLWEO MIEN PEPFMNCEVROEI4)1Am.10O3'MI6 BEfOaEYbf ills«JY�Im MIIukIDmnredas.IMatleY{'p kGasJ oM4 W>tI WTw1a5Lww,.aulkM mYtlINdM dMlp cwnpw,enl,ml o��yslem&+Iwa ux.IMtuYaq Ow!{Nci mull o«My II'e gilY.anlNol rle]yn ru«nela¢aW gopenYYw«Iwole 68 t1CJenlnloll'a omxdl Iwapd«q�. amJnekWcdlMalowavminuruYwamerw�¢Im.¢.d,del«awamw¢m:duv.�wwa remwwmticem�•��I I.w�P MiTek' 6tlwa15�egYed MSYtJINaamgSvenlclltpe wlm nusl�lS PomrM Nm'oa gonsMOmoae. rw{gnaa PMw¢e�ePadq Ma IL T. FMeMtl. kbXulkn al«yB.adfrsry,aecYM dM Mctlre ollngyrad mN:yLem;IceNlal/Rn OwYly CAnb,0.YJ9aM N31 WYMPCwnWn•nl SWhI�MnxiV.�oAdis Yom I�{MIe InamM.fIB N.L�Sh�1.911e J12 Nemw'1Mi VAY1.110. T•nq.FL X5610 ,Job Tnse True my" Ory PIY Riverside Homes hereaft l JK 71U47171J1805B9P C0r Hip GiNx 1 1 Job Refift.jo,trofted) Meeting Buldirp SrpNNs, Jels0mille,FL6.03086allerc lmusmec.lm. vrm ren rew.x.w t! .y „,, . e, 10:36b61tl1WjW DIeRBaryMH_yWA-y fi2a45NYFvmIBse1 OJZn3CGi1 D2y21kVDUXZIGOmeSaaRN 33A 6Q9 1078 15-06 NO2130 530 2114 459 6F0 A116 33-0 3We=1AD0 NQ ED WAILED NAILED NAILED M = __ NAILED son &FILED 44- 3 1]16 4 1820 5 Too FIT 1.54 5M i 2 6 3 2 AM F fiznn,T I fl �a 21 10 22 0 23 a 24 6W II NTD26 a4_ NMLED av6_ NAILED so= RTAVS me II NAILED NAILED NAILED HAILED E-241074 lsaa 213a e-za E-s9 4s0 684 Plein ofNMa(xn I000 Do-ltnro-0- o+ftnoalD ImooD Dalt raosa 4t LOADING W SPACING 2A CSI. FHa(TL) In 00c) /MEN W PLATES GWP TOLL ND Wase Gep DOL 1.25 TO 0.53 0.11 9 >aQB 240 MT20 24&190 TCDL 7.0 Lumber DOL 125 BG 0.84 -0.15 9 >991 150 BOLL 0.0 ' flap Sveas YKs NO WB 032 0.05 ] Na Na BGDL 10.0 Coda FBC2014 11!007 Ma.,..H Weight 129 In 7=201ti, LUMBER- BRACING- TOPCHORD 24 SP No.2 TOPCHORD SmaramM wind sheathing directly applied or 3 ll xgxlbe. BOT CHORD 2x6 SP No.2 BOTCHORD Rigid caning directly applied or 5l-9m brecing. WEBS 9M SP N0.2 MITak rmornmerds that Stablllzers and regulretl creta bradrG WEDGE be Iratallan cuing WO erection,In am0rdmlce w1M SMNllzer Left:Sul SP NO.2,Right:W SP No.2 Instakitlo wide. REACTIONS. (IbAdoa) 1=1674X0.38,7=1674/0-54 Merz Horz f=103(LC 24) Max Uplift 1=a64(LC 8).7=964([O 0) FORCES. (Ib)-M4x.CompMax Ten.-Alltom 250QC)mlessexcaptwllenshown. TOPCHORD 1-2=-251a/1491,23--2415&411,34=-2098/1323.4-5=2096/1323,56=-241&1471. &7=-2520/1491 BOT CHORD 1-1R-1223/2113,510=13852472,8-9-1385Y1472,7-e=12238113 WEBS 31R481/865.4-10=-581/310.4-9=0895,4-5=561IJ1q 54=-0BMa65 NOTES, 1)UlMelancad and Live loads Nave beam considered for this design. 2)Wind:ASCE 7-1(%VM1=130mph 13secondgest)Val 01 mpt0 TCDI-4,2ps5,BCD".Op,;b-255;8=455;L-2411:eava-110 Cat. 10 EV C;EPA.,GO,=0,18;MFRS(directional);canglever left and right elmosad;and vertical left and right exposed;Lumber D01_1.60 pate grip DOL=1 80 3)Protide adequate drayage to prevem Adler ponding. 4)The tress has been designed for a 10.0 psi boVom chard live load rwnconwrcenl With any other Ilve loads. 5)'TFgs truss has them designed for a live load Of 20.0ps1 an Vie bo0on chard In MI areas where a rectangle 3a-0411 by 2-0-0 Wlde Will fit beMeen the bcacm chord and any other members. 6)PrOWde medtmical connection(by others)of tmse to healing plate Wane of withstanding 100In up11ft al join(.)except Qtdb) 1�.7=964. 7)Use Simpson StrOrg-Tie HTU26(20-1W Girder,11-1 post 12 Truss,Single Ply Girder)or aqulvelent spaced at 12-5d m max starting at 44-12 from the left end to 10-104 to connect Imw(es)to back face of boftom chard. 8)Fill all nail tines ehare hanger Is In contact wfth lumber 9)'NAILED'Indicates 31 Dd(0.148X3')or 3.12d(0.148'x325)toenails per NDS guldllnes. 10)In the LOAD CASE(S)sectio,loads applied to Me lace of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead a ROM Use(belanced):Lumber Irwmase=l 25,Plate Increase=-1,25 Uniform Lops(pit) Vem 1 -54,&5=-54,S7-54.11-1 4=-20 Q WIMIWp-ye%'��e,oass.MOiE90H mes INeFWL1lnEOePrER aEFFIIRNtE".a W]ATJ m.I.Is eEfOPE UEE DeepsWN 1a-® MA Mr.ccwurips.RYnW9ynk4sttl.1 ur un r>mm1.1- wn.aM 1, m LxNu%Awl turdpgcnT{✓er'nt-1 in oOdem 6.tae v¢.IM dIIdr9 dm4rH mt¢Iveilh llwtTNkaNlrypdepR,paamalenopl poV eY F.caW aft ttrleWm MofMovmtll WdlgdmY}r.61OClq Ydk:ale]6bpevere 1wMMi9 o1hMh]W In®webaW/wcMrOmemCeSdYY M]IbrM bnNW aW Farmatmllval'q i tl'inN+regeedM ,,or,tlaopevmycdpaexlmwOxam�Sm4 pYYpgpmodYdmtWe. iw9er,ortl PN�K' �W�IwV Ao aW4 PeM Esq dtl. kLILOlbn tlame.tlMNaY.mecMnuM MgC4q o11nme[aMIrvS pSKmSsx/,WUMI OUNy C,Fm.DNMaM KAMMpCOnpwnnl Tarq..FL 0110 (ylY tlymmgr wW1a ppm pip Rule kuMiM 218 M.lee 51rw1.916312.NBFarM VF'II319. Jap T. T.TypeOtY Py RlvemMe Homes/Blrked/JK ¢ T1026]1]1 J1905BBP COi WP tirtler 1 1 Job Reference(ophonall Manlvnp BNllMnp Supplies, Jelmmdlle,FL 8030s mp292Pta Mil61(InaUeplea,lrc. rvev den ry vrvem my r¢9ve 16.3 W BIxI MN W DIaRBe]yMHyRZs4SNV FvmlBsel COZISC07102V21kvDUYMiOmeSntBRN LORD CASE(S) Standard CmwMmted Loads Ob) Vert:3=95(B)5=-95(8)10=53(13)9=-105(B)4=-1W(B)B_53(8)17=95(8)20=-95(6)21—= (B)22=53(8)23=-53(B)24=-044(6) A..aeXlly¢agngrmnelMe enE a..-'aa PV 11n5RNO M'LLYOad MITER eEFEa.NCE P.aE1�x.Am..IWLMISaGiGFEYeE Ce5d�Wltl lw uce oNy WT MIaM6Xww✓dwu.Rk Wtlg�k Cvri+tlaMyufNn Pam,ebrs Limyn.mtlhlw m FNIWxY INMdIp compxenl.rol Mmayalem 161pe,m,IM IxIMlepdefMre�m�¢IveeN lfb ryfJka[illy ollle9d�paimelemaM FnXV pcwWale PMtlNJI�F1bIMrnwW dYdAp d..pn BIXkVY✓JkaleahbPmvall pucYpRl ofkMMd MnwebuN/w cnwtl memtaswY . AWMVJ bmWaVdNCwmamlh Ap e k dwbNrep4ea lw aMAplydxlwpavuticdl�fewllpp�Ye rxvW tyeym]pcCellvaIX�bR. �w Wawa PG�e�AAa•nn x� pep.PMa EM0 kbk:Nkn rMWa,eMNaY. ,Ta- laIXi6a16N atd Nmmle?R .amao1%tOAM]a MW pas-GYMC kCN WtlnYCanpmenl yyMylrlynXyp,pvattl9p Xm,1nn6 M6 hskk4e.RIe N.Lxe 51reet 91b]IP.NeiUgX1 VRZLl11. Tenpv.GL 9a110 r Jeb T. Truss Type Div Pty Rivxeide Hames lHitketl/JK M T102471M J180il: 002 Hip 1 1 Ref Mannng Stir"Supplies, Afteenale,FL 8.030 a Sep 2e 2018.... nrtel-j- rveaan Ie0W. t7N17 Peyer ID:3fi69dIMNWDIeABe]yd.4H_yR a4-ward86JONIIFEIMIm_WGyGIGNBF_d1Jjil"KMwBNM 4-1 823 1388 "00 213-0 L3-0 31t3 4-100 3118 430 3W..I aas 4]- 4 12 13 5 7012 1.564 J 1.NA G 9 6 u m 11 4.4. ] Hot c 2 a qd 1 5 v d 10 8 h] II 4x] 'J 39= 56= 828 1300 2130 e28 L10-0 &23 Plate 011aelsIX.Y1 110.2 209 91 I$'98i 0.2-0I IBOd-1106311 D28 O3O1 LOAgNG(paV SPACING 200 081. DER. In (pc)��E PUTES GRIP TIX1 20.0 %ale Gdp DOL 125 TC 0.28 Ved(LL) -0.08 &B MT20 244180 TCDL ].o Lumber DOL 125 BG 0.80 Ved(TL) -0.25 88BOLL 0.0 ' Rap Shea,Incr YES WB 011 Hor2QL) 0.04 8 BCDL 10.0 Cade FBC2014RP1200] Manx-SH Weight 1181b FT=20n6 LUMBER- BRACING - TOPCHORD 9M SP W.2 TOPCHORD SOxasal word sheatrag theory applied or 58-4 an pulllre. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid rating directly applied or 8011 m bradng. WEBS 2x4SPNo.2 MITek racornmends lost Saddifters and requited cross bmdtg SLIDER Left M SP No.22-58,Right 2x8 SP No.22511 ha Installed during trues ro rs ectlon,In aoordweer wlln SMNB2er Installation Orders. REACTIONS. (Ib/ai]a) 1=]BNO68,8=]eW038,8=]86p38 Max Horz 1=-150(LC 10) Max Upli01=-283(LC 12),8=283(LC 12) FORCES. (Ib)-Max.CompM Ten.-AII fomes 250 Qb)or less except when shown. TOPCHORD 1-3=1132/528.34 848/4]5,4-5=-]W/482,Sfc-946/4]5.8-8=1131/528 BOT CHORD 1-1 R864f904,B-irk-22]l)]i,89-M /894 WEBS 4-10=-622]3,5-9=-552]3 NOTES- 1) OTES1)Unhalanced root Ilve trade have been roreideftd forthls deagn. 2)Wind ASCE]-10;VUI1=130mPh(3-second goad Vasd=101np,TCDl f.2psb BGDL=3.One;h=258;B=45S;L=241t;sons Cal. 11;Exp C;Encl.,GCpi=0.18;MJ/FRS(direotlona)and C-C EHMGI(2)000 to 3-0-0,Intedor(1)30.0 to&28,Etledor(2)8-28 to i]-1-10,Intelior(1)t]-1-10 to 213-0 over;.91.left and rightelmosed;eM vertlrxl left and right mllosed;GC for members arM prose 8 MW FRS for marrow shorn;Lumber DOL=180 plate gds DOL--1,60 3)Provide adequate drainage to prevent wafer poMing. 4)The utas has been d®igned for a 108 net ooMrn chard live load nonconrulrenl with any other five loans. 5)-The buss has been designed for a live load of 20.Opsf on the nation,chord In all areas where a wtaWle 3831x1 by 2-04)wide will fit baween to haft.chord aha airy other members. 6)Provide maossifod Cann ion(by others)of inner to beating plate capable of wlRwlaMing 100 It IQIIn at inside)except QL3b) 1=283.8=283. or WAflNwaV�Xy Wtlpnpwwr�xx.mCPFAO NThe, MI]a61NO tlILLY0E0YlIEaaEFEMNCE FIGEMR]IA .I OIf eElaMtaE hetlg�vWG(wuz cYrY'.Mln I]4IeMBcmrecbrs.at rrd M1kNalWldnp cmrpcnenl.ml Mm WMOm telae uw.M1wdINA9dm4w�mW w'INIMg1Mb1JIN oldmYT p>tareleriWpopcl rrc nalannrrcMnkrlolM ove:dl lallbp tl0dp. aafgr]cabUkto pevenllvcprgdY At9N Tvxebml/acMdmam[aaaYY. save r-l tempdaYaW I,�mgwnl Ma9rq erhmheepled Rf 9kfB]yaN bpevenlM�wtl5Fca4<Ae perteMrl,ayaMmoFeMdn��.fm9AKKt4 p4dmcKWPW EW BW. ALtMtrt.4lda�.da9u9y.deCNnaNdoSpol AlMhwseeeaWenrl BAkwA/IDIO02MCAwYr00ld9W1aC91&rMgCMrWnanl T 0.93910 3dalY alpmlen TVMye M1an lr�IIOI9Mrr1e.21a N.lee AIBen.9lle 912 NemMM VAR2914. �^P°' True T.Type Oty Ply Rismado Home,r4iekeN/JK rtozmna J180FiB0P CO3 Hip 1 1 Job 16a ince to doors Mendrg Bdl0mg Supplier JaMomille,FL 6.030,hep292m6M mIMume,Ire. Wed Jen 1609.5209200 Pellet ID:36DBIxiMN W DIeABeTjMH_yRZea-OmgOKSJO0BH6W Mb1 V1TtlROY11M5TaletlD�RL IIAd mall 5 i"a 19e 1Pff 0 RIaO 54D n �0 6BO d a-0-0 le a sdL 9We-1000 a ]m Fl2 15th\\ is 20 1,5xa 3 6 21 B 44 0 4x4. 8 2 ] 9 23 9 ass, 11 ais 11 sso ]-23 102-0 t0 la-P1s 1600 213E 53e 1-f13 305 10 3J5 1-113 6J0 Phot ON KYF 11'02-120. - I I]'Od-11 0.2-1118'0-2603-01 LOADING(Pal) SPACING- 2-00 FWS DEFL In Qac) I/dell Ib PLATES GRIP TCLL 2010 Plate Gdp DOL 1.25 TO0.30 VeA(LL) -0.11 a-9 >988 240 W. 244/190 TCDL TO Lumber DOL 1.250.52 VmftTL) -0.20 8-9 >999 183 BCLL 0.0 ' Rep ffiess lncr YES0.1] Fbrz(iL) 0.03 ] Ne NaBCDL 10.0 Ones FBC20i4rTR20W -MSH Waght:110lb FT=20% LUMBP BRACINI TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing direcNy applied or 53i oc pudins. BOT CHORD 254 SP No.2 BOT CHORD Rigid calling dlrectly appged or 1040 M bedog. WEBS u4 SP No.2 MTek recwnmerals that Stabilizers and regain"Goss becirg SLIDER Left 21B SP No.2 2-0-0,Right 9B SP No2240 the Installed during truss ereodcn.In ecwrmaw I h StaMllzer Installation gu de REACTIONS. (Ibhlze) 1d96OHi-8,]=]86/0-53 Max Hom 1=172(LCIO) Max Uplift 1=-2831LC 12),]=-2W(LC 12) FORCES. (m) Mex.Comp.MlaK Ten.-All lames 250 QD)or less except w}len shown. TOPCHORD t-3=109N468,3-b1065/502 s,5=-1085/502,i]=-1088/468 BOT CHORD 1-9=322979,8A=-146/672,7-8=-3l7AS6 WEBS 5�27&218,3-9—2 218,4-9=—1T "l.4-8=I]2/aai NOTES 1)UMalam:ed roof I"loads(lave been considered for this domr. 2)Wind:ASCE 7-10;Vult=130mph(3-second gut)Veld=101 mph;TCDI-4,2ME BCDL=3.Opsb 8258;8 51;L--24N;a es-4t;Cat. 11;EV C;End.GGA .18;MW FRS(dlecfi0eaN anal C-C EMerioQ2)PPO to 34 ,Intellor(l)340 to 1P7-a,Elaedol(2)1O]3 to 14-1(Y]zone;cantilever left slid IIgN expoed;end veM.1 lett and right easpoaed;C-C for members and to.B AM/FRS for s aGloe shown:Lumber DOL=1.60 plate grip DOL=1.80 3)This titan has been desgnW for a 10.0 par hodan chord live load honcpnwlrent WM eft'other Ilve loads. 4)-This buss lus been designed for a Ilve load of N.Opef w the Whole cWM In all mars,where a redargle 36-0 tall by 2-0-0Mde will fit berwwen the bottom Gerd and any other membee,Win BCDL=10.0im. 5)RoAde mechanical connectlon(by amen)G rose,to bearing Plate oaprble of withstar.0ng 10016 uplift at Ioint(s)except 61=11b) 1=283,7283. 'Ass -feenesses, /enNrn.aft rE1e N01Ea CN]iN4IMO HCLWFOMIEN mEfFAINCEPF4EW]aAnr.iWYNI,BEFOPEUSE. foesin d1,11br wYY M1P MIek&ccwndw.c RlStleYpnkP AwJY utbn pcianelw9um¢rnlklwmF✓kWJ.M[urtllip wmpurwnt nnl r=.=sa.Ino lra[4p tYcklm m,M vahh lMY4p'kWllyd OeYS War,elersaM gorvMlncwM ale lMOaWri Flo n,eovrdl tgxgtolatlkbgevanl[vcq,g orp✓MkNd huaweDm]/wcMtlmemEartwYY-Atli6_vtl bmpnayaNl>ermannh 1q hdwgaregUYetlbrelllYaMbgev9JCWgte xlm�rde�YlY44 Jhk,yav3gope4ytlT�aee. fagaea.pMw�ce re[parp Re BeM Po4eEtl Gtl. WVL'ulbR nomge.deWory neclkn m0 Mwirgol IINH[a'AlnmaMemL%e/,1®/MI GMY C1exW p4,'B,MC ICSI M9>In9CakWwnl yyNy YMngkn m+Ftle han him FMe YMlhrle,RIBN tae Sheet,a4b311,Ne[atll¢VA1331 a. Tenpe.it 9„10 Job Tose Those Type Gry PN RNetide H..Altura IX T1024]1]4 �J18O599P C04 Cannan 3 1 Joa PM a nM Mallnirq Buitli112 bllppliea, JeksOM911e,FL 6.IXWBbep292U16MIlexlrglBN%,IIIA. YYPoJaniew.x.w 2017 Pyryi I0:35b01xIMAiWMMHyAZeLryEO%oK29VP[ 1LbWtIPYkl McbytiEvrtR%DtlOmw9RK 563 20 1S IRS 520 S 2150 ' 558 620 563 tv�_ scale=1A3A 4 7.0p Fv 1B kG 1Sol 3 6 21 8 M G 4x4 6 2 1 ] I� 3 22 23 3 Tis II 'Sid 3M Sass II ]-23 tLLL13 2130 ]-29 61611 7-23 Plat OflM fXYI- 1 '62120.2-111TO4- 0.2-1L IBO-2903-01 LOADING(ps1) SPACING- 2-00 CSI. DEFL in (lac) Weft LM PLATES GRIP TCU- 20.0 PIase Grip DOL 1.25 TC 0.29 Ven(LL) -0.11 S-9 >999 240 W20 2441190 TCDL 7.0 1-c4ntan DOL 1.25 BC 0.52 Ved(IL) -0.20 8A >999 180 BCLL 0.0 Rep Slane bcr YES WB 0.17 Hoa(TL) 0.03 7 Na ofe BCDL 10.0 Code FBC2014]IPN00] McM%JASH Weigh:111 to Fp=20%. LUMBER- - BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Shrduml ra0d shedhing diect,applled or 52-15 oc puNlrt. BOT CHORD 2x4 SP No.2 BOT CHORD Rigidcellbg tiredly Spoiled or 1"-0.bredrg. WEBS 2x4 SP No.2 "Tek recpmmene that Steblllas.an reg3lred croas bating SLIDER Left 2x6 SP N0.22-0-0,Right W SP No22h0 be installed duh,nor.erection,In atm c.rtiN Ss, 1.' bawler, wide REACTIONS. QbAsin) 1=]88/0-58,]=]8W0-59 Was Mom 1=-1]6(LC 10) Was Uplift 1=-283(LC 12),7=283(!-C 12) FORCES (Ib)-Max.Comp� Ten-All Mmes 250 gb)or leas except ashen shows. TOP CHORD l�l W6/46O 34=1089/49],4-5-lWW49T,S]=1096'460 BOT CHORD 1-9-30]1981,8-9=131/882,]-8=50]1898 WEBS 4-8-174/4W,"-29&219,4-P_-1744Q 9=-29W219 NOTES 1)UnbalanaU mot live lens Lave been considered for this design. 2)Win:ASCE]-10;VJM130Mph(3sec,nd gust)Va 101 mM TCDU4,21ef;BCDL=3.Opsf;h15ft;B-15ft;L--2411;eavelft;Cel. Il;E,C;End.,GCplb.19.MFRS(dlmdlona0 an C-C EAe10r(2)0600 M 3-00,Interiohl)360 to 167-8,Exh rlor(2)1O]E to 137-8 zone;cantlkver left and right esposed:0n ver8cal left an dgM amosed;CL for member an forces,8 MFRS for reacliore sham;Lumber DOL=190 plate grip DOL=1.69 3)This into has,been designed for a 10 O lost bottom chorl live bad hanconwrrent afth airy other INe l0ads. 4)•This bear hes,been designed for a live Toed of 20.0ps(on to bottom chord In NI areas onere a rectangle 39-0 tall by 2-0-0 Wde We fit belteen the bottan chord and airy otter members,vdlh BCDL=10.Opsf. 5)Provide mechanical connection(by others)of three to bearing plate capade of vnttttahMing 10016 upl0 at)dnt(s)except gidb) 1=2331 7183. Q MAMIMa.as aopn pavuraa lostIr none no.rive W[LrOEa MfrENaEFEPINCEVJ4E lM)Il]m.l00YNI5 aFPoMraE ��tlllf Deal wars,U®avy eln lMleM£cwredo¢ut[IaS��tbszl mlv uhw�pplarelemynunox]Is la�n MlNduM hltaly minpxenl.rv.l N��pO t�mlao telae ice.IreleAdp re+axa tori vemvnw¢ptawlNaae4an warelenaa Rarely NAagvra rcsmpnmmn.e oeenll la.dn!J dBYpl. axhq MCalerGbgeceladcpkq WlMM9id i�veDatl/acMtlmawaSodY-Otk,NaM iwnrwluvu,rpemm«e11.....,,n WOW ka+AMleaA�Mq'tllNmllo RevenlCWya 94t eRaSoaa Aller ual R%hallYdAe�. faginadgkNMa repaQq Pe B.00 Fe'" EW FL eM y1NICpRxl,ylpoy.eleNay geClMavi do9q o1111leEavJ lnm Mlelnc N4V1AAYI1WWIy CIaMo.0.Yd9Ok ae914iTPCmwnun Terrye,FL x9510 ayahy V.lpmyl5n W[YNe tram int Rae IIMtlMe.Rte N.lee SaeBi.elle dIR,NemJh VA R2t16 Job Tnsa Tmsa Typo Oty PM Riversitle Hom66R3ideft/JK T1024]1]5 J180590P C05 Common 3 1 J C Ref me o fiorel MGMIrre rumen,BYFplle4 Jah5-1 ,FL B.W9E3Bp292016 MIlelt ma�6h1a3,IR. W9a JanlaUBAGIV NI/ xpal 10:38b8121MNWgeABeryMH_yRZD0.K8oMBLgvoXg5A4DR63]adNLL1gM 9md.1_IDzuBRJ &50 14]8 1SY8 2130 550 S20 5�2-0 S6B 56_ Drab =1:43A 4 1 18 20 15th// d 5 16 21 h6 i 3N 6 2 1 ] 8 22 23 8 ase II - 3r4 Sig ]23 14-0-13 2130 __ ]-23 41611 ]-23 PI t gfsele(Xyl- 1142-120-2-111]'Qs]Etl 1100.2803-01 LOADING(psQ tiRACINb 200 C81. DEFL In Qac) I/deB W PLATES GRIR TCLL 20.0 Plate Grip DOL 1.25 TO 0.30 VeU(LL) -0.11 &B s990 240 MT20 209190 TCDL ].0 Lunber DOL 1.25 BC 0.53 Ved(TL) -0.21 &9 0999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.17 Ibrz(TL) 0.04 J Ne Na BCDL 10.0 Cods FBC201,UTP12007 Matdx-MSH Weight 1091, FT=20% LUMBER- owlC- TOPCHORD 2x4 SP N0.2 TOP CHORD SbucWrel wxud sheathing dlrectly applied or 5-214 W pudirs. BOT CHORD 2x4 SP 1%10.2 BOT CHORD Rigid ceiling drealy applied or 1"0 oc,m4ng. WEBS 2x4 SP No.2 MITek necommerbe that Stabriizas anal rewired or.bladN SLIDER Left 2x6 SP No.22-0-0,Right 2:H SP No.2200 beInstalled bunlg imss are Son,In accordermaxith StaNllzer Installs Ion gultle REACTIONS. Ottavalm) 1- 58.] =JaB'MacM1anlcN Vary Hoz 1 -176(L10) Mex Uplift 1=MILO 12).]-2B3(LC 12) FORCES. Qb)-Max Compl ax Ten.-All lorces 250(b)o less axoapt v41m shown TOP CHORD 1-3=-10861481.3 -1089/498,4-5=1088/49],5-7=1095/460 BOT CHORD 1-9=-30]R81,BA=-131/662,]-8=30]1885 WEBS 48--1]4/455,58-298220,4-9=-1]5/456,39-29&219 NOTES 1)Unbalanced not live roads have been ooneidered IOrthis design. 2)Wind ASCE 7-10;Vult=130mph(3-second 91st)Vasd=101mph;TCDL-1.2ps0 BCDL .Opsf;1r 511;8=45X;1,-24X;eeve--4n;Cat. 11;Ext C;End.,GCpi=0.1B;MM/FRS(drecfiolal)std C-C EAW.1(2)0-0-0 to 3-0.0,Inteda(1)300 to f(Y]-8,Exlebor(2)10-78 to 18-78 zone;cantilever left and right exposed:and velfioal left and right exwse :C-C for members and laces 8 MFRS for reactions shown;Lumber DOL=1.80 plate grip DOL=1.80 3)TNs truss has been designed lora 10.0 psi boftom chord We bad Iwlconcurreh a th any other live beds. 4)-This Vuse,has been designed fora live bad d 20.OpN on the Wit=chord in all areas were a hotaigle 300 tell by 200 verb Wit fit between iM1e boftom chord and any other members,with BCDL=10 tpsl. 5)Refer to girders)for Vasa to Buss connections. 6)Provlds mechanical f ameoron(by offers)of huss to bearing plate capable of Wibetending 100 ib Uplift at bli f(s)except Qtdb) 1=283.7283. QWA.RNNa g M]IwVMx.mO RED soRMaffia1IaINANa WCLUOEU�Moi REFEafXCE.FIDE NIon)4m]3Lv-llvMlaY bmryadn.BMMenss, gFFmWaannecnan,.1don' re.W nrFedYllv.RdalFgPo�ttM+mUFuEEx x�l,rot a4a•eaa+a. eaFvtnwleaerowd�nlw ulroaxvw<na mawm a,Lud�mmindrod:dLr.reeadld l�R,Ddwmacemw�aml:«Ae M ek' aWpyingld1M W411yagbgeVMlmldxe wlln UCade FelvNaPFeryad RaLalY6nJe. fop ndd p.MA'xce repadq R9 aBM FukeEW BIN. MxpoWM aM[pe.tllNdY.decMnaef dalg oIII1dBw1 alnssMdn6 wNXL/MI fludly CILMIO,,Nd9aW BLY YMIpCdryNWnl " f Wlr Yxdndall rnJ2fetom 4�®RUb ImXME Rle M lea Leel.91118 SI2.Ohm]h VRY[]I4. Tenq.FL 9aa1a eru% yar V PNera]e Xwlwe9xXM/JI( RO1]6 'JIBRBBP COI Iib AhEn J ob RBIBK IBB 0601191 LYn9MO BBMP9 SUR9wB,ThoomAM.FL I BP:O aSe PO Y01a MINtMWVW.Irc.WeE JN IB 11 C840'AI]Pp01 ID:3666IxIMAWDIokI3.7 MHyfP2e46J2mmig1mBI4MeYogVBnPgaQfM nlelOVAMIrzueBr 8'JO 628 10100 11 0 1511-0 M100 21 4) 2580 2B-&0 3111-0 33-0 all, 4-0d 610-0 Igoe 0 4]-B z1% 980 6wb=1:55.5 59lills - NAILED NAILED NAILED 3e4= 'S14= 3d= Ixb ].OD 12 3 22 23 24 4 25 28 5 27 8 20 7 %i $ 8 2 1 B $ 'a Is 11 X33 31 32 13 12 it 10 Sr8 M183XS 11 34 II BaB= NALED NAILED BM= 306= M= bA II 68 I NALED THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 330 62-0 13612 106-0 2584 2040 91-11-0 330 211-0 ]Qd 510 7-24 2118 330 Plate Ol MCXY)– ITEdge 0-0-1111'04106111 '00-00411136SB 0.2-0I 19'040041119',310861113'0-0-00-501 UGMNG(psq SPACING- 240 CSI. DEFL. In (lac) Own Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC On Ved(51) 0.3212-13 .999 240 MT20 20M190 TCDL 7.0Umber DOL 1.25 BC OJOS Ved(R) -088 13 x858 180 M18SHS 24M190 BOLL 0.0 ' Rep Sllesslna NO WB 048 Horz(R) 0.12 9 Na We BCDL 10.0 Cade FBO201d/TPI2007 MMrix-MSH i Welgh620011, FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD St11w1und eased abealNng directly applied or i-IDB as pudim. BOT CHORD 2x8SPNOAD FOR CHORD Rigid ceiling directly appled or 54-15 an bracing. WEBS ad SP No.2 WEBS T-Brae: 2x4SPNo.2-4-14,&11 OTHERS 2e4 SP No.2 Fossil T end I braces to radow edge of xeb with 104 WEDGE (O.t31'N3')malls,61n o.c.,wi613in minimum end distance. Left:2e9 SP No.2,Right:2ffi SP No.2 Brace mist cover90%ol web Ie1gN. M'Tek recarrin s Nal S1abllizere eM requlreE cross bracing ba imlalled during rasa erection,In ecwrdance with Steep., Installation aide. REACTIONS. (Itya d) 1=2888656 pi 02-14),9=1989/0-58 (man.02-0) Max Herz 1=10RLC 7) Max Uplift 1=-14W(LC 8),9-873(LC B) FORCES. (lb)-Max.Colnp7 Ten.-All tolces25,gb)or lass defeat whenshown. TOPCHORD 1-2-43122195,2-x4] 475,3-22-417&2202,22-23=417&2202,23-24=-01762202, 4-24=91]612202,d-25_-59592930,25-28-595&2930,526=-59592930, S2]=-49282381,827-49292361,528-2792/1325,]-28=-2]92/1325,Fx6202/10T1, 59-2964/1332 80T CHORD 1-15-18239895,1529-18232865,14-28=-182313845,163x-2661/5498, 30.31-2861/5493,31-32=288115699,iG32=2681156W,12-13=25465529, 11-12-196311263,1011-108&25Dq 41x11,882502 WEBS 2-1x436031,2-1a6881684,344=-091/1815,d-14=11309/820.4-13-2239]5, 513=-]25/8.92,512=-1149/624,612=-57]/12]1,fi-11-2020990,7-11-82&1399, 811=-1]M391,&1x6681188 WINES- 1) OTES1)Unbalanced roof live loads from been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-secwd gust)Vascil01mph;TCDL71.2paf;BCD"Opsq f 256;8=4511;L3214 eeve=00;Cat. Il;E d C:OCT.GCpl-0,l8;MFRS(directional);can0lever left add right deposed:and vertical left and right mescal Lumber D01=180 plate grip OOL=1.130 3)Protide adequate droilage to prevent eater por ing. 4)Al plates ere W20 plates unless oNelares indicated. 5)The truss has been designed for a Ino par botom Chord live load novo ccurranl with any other live loads. 6)-Tha3 truss has been designed for alive load of 20.Opsf on Ne bottom Chord in all areas where a rectangle 340 fall by 240 wide will fel between Ne bottom chord and any other members. 7)Provide mechanical conT.0 on(by othere)of truss to bearing plate capers of annstanding 143516 uplift at jdM 1 and 873 He uplift at Joni 9. 8)"NAILED'rainiest 3-10d(0.148'x3')or342d(0148"x3.25')toe-nars per NDS guldllnes. 9)Hangers)or other correction ddvice(s)shell be provided sufficient to supped Concernment loads)3231b dawn and 431 0 of,at 628 on top chord,and 262 be down and 148 N up at 6-06,and 277 N down end 1Sur 1E up at 64 10,and 124616 dawn and 606 to Q wANBWB.Ve1Ih Nrepnplunalxe xlE a....E9 p111Ba.WB MCLVOEe MER NCEFNABCE IA0E1i14Anr.1eOLAI6 BEf0/IE UBf. "wea,wed Muir.Wx1 MlHtecmlwcMm.Rh mdkR kbatticMY4Y'h-1 Wa^ele2.1 and b,--Yv9vNAxY brides nom ' trot Iwiribm &lore�.Xre numaccmyon-m 1-ramnar+kdviN 0f11eYg1 pNan0lanaM o'T 4Yc' ..lM1td M1,1M—.1 edtldlg tleian lxaYp eNcaleONro paveolGCWlgoIeYAMAq 9,mwen avl/a cludmamtasedv. MAtl[xnllemnaaV aid pxnneB'enla 3q k• ficilr ou"e'd aaMAM'Oq bpevenicdl�»MI6pmlae W%1'Yf eVaYadpWenY Wn Je.3w 9B1w,d WRa�ce1e,p46aw Term. e wlxkwm.nolape.a,wwv.e,Boaxl MldMIXYV dM1.w-mOLhmayaMTt tceArlM/IFI OWIhnlledy aM-B9 MM eGHWN1p Co11POM1 Tr P4 Le EYeN4. adNy YipmeB•.A u'yd.Yshpn Ims ddelLdxlle.Rle N.L9e511ee1.916]12 Neadtllb.VAR4J11. 1rye.FL 9aa10 nae `/pp Ot, pl, flrvBMMIMNaB1HaFNt/JK ncelma (inaaaBP WI Xy01Mx 1 I Jnp gelelerce tiOnBl MBnnmO BuipYgaypW&JeMBonaIW,R B Kb a Fp'A W I6MIYt Mp .-M as W.' tl JN IB II reHI ROI. PBpB3 ID:36bBkIMAiWOIaABaJyMH ;1! UVCInrg7L7,1Ill.M6bJdF?FgTBWUWe2..HmeBq NOTES- 10) OTES10)Weaning:Additional permanent and al braoing W Muse system(not pad Of this component design)is always required. 11) In the LOAD CASE(S)section,loads applied tote face of IOe lane ere noted az Pont(F)or beck(B). WM CASE(S) Standard 1)Dead a Roof Live(balanced):Wmber Increase=125,Plate Increase-1.25 Ungarm Load.(pit) Ven:1-3-54,3 7-54,7-8-54,1619=20 Conountaled Loans Ob) Ven:3-2ME)13=-1246(F114=-271(F123—951F)24=-95(F)25=-95(F)29-262(F)3--53(F)31-53(F)32=531F) QWIBHWeVatlly4Wpnpn�mNm aM FE10 NOTE3WI rNAB<MO RKLVOEO INEK aEEEPIN[EPROEWIO]f ne IM31015BEFOPE USE. o Y[eu` a vsaaY wM MIaN➢cd�rsMS.Rlstle5(In[Mmtl waYupx�ppanelea Mown.m1 kta an MW✓e[u1tlAq wmLpwnl.ml niBBlwe uo.IhrtWNpJe$Im nuvl vaMlY 15e1gIKWMllyol Mtlgn WameteanM ryopanvv uµaole lf6datlan Mlo M1ieuve�Ull dpoaodg(YLL3n.awYig WJlColed klo pevant lucMWy oIMAkNd lnmweDaq/wcMJ meml�eaaYY. M1.>aVl lemWaYavlGam�sa�ld 1V e atlwaWlegietlldW s,a logevallc Ygte WIn Mx4K Feinx9 NaY mdFmPBMam�wB. Iu 9xre1tl PMX>`ca AnI Rre kpY:Ulba Laape.delNely.Bfec%m MW 2nYB[aJmist,a 312,AX9VIRIM?314x .MLBpwM N:51WMnp Conpwwnl aWBPW E. 1pllly klmnallm mxlttla pan Ina FWk ksMiMe.218 N.Les nheei al 312,NexaMb VNIEJIE. Tarrye.FL n]61a b Truss T—Tyw Oly My Pearson Homwffineall/JK T1oza]m JIWNPP D02 HIP 2 1 _ Join R ierenne a 4arel Mennrg BdldM9 Supplres, Jel®0wille,FL 0.010 eTy2H2RaiMTVNgNYCjvPy". E Jmle09:62:i3Set TP R e I ID:38b0kIMNW OIeABeryMILyRZs0.kkTVNeNYCIv%ePo0E0gG%KBVLIL1NbSNwYaWRO 4-0 &28 1S1P0 2388 2]AO 31-11L 63-0 3910 ]-e 0 ]-0-0 3119 489 Sone=+&!., ax]_ 1.6x4 n a]_ a 23 6 24 6 2m 1z 1501 "7,, 8 2+ z + e Id 12 11 10 0711 30_ ant- 30= ax] 11 1 +5.118 2108 _ _ .211 e21ze ]90 ]9L 328 Plate Offset DCYI- Ito-2- 114'05-00241 [600-64.0-241.ft) LOADING IwR SPACING- 240 CSI. DEFL In (lac) Mde6 W PLATES OMP TCU- 20.0 Fate Gap DOL 1.25 TO 0.00 VeMIUnL-) 0.12 11 >B9B 2a0 6420 244/190 TGDL TO Lumber DOL 1.25 BC G]II Vell(1L) -0.3010.11 >999 100 BCLL 0.0 ' Rep SVess Incr YES WB 0.39 Hoa(TL) 0.09 9 ea Na BCDL 10.0 COCA FBG2014/FPI200] WMXVSH Weight:lMib FT=20% LUMBER BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD SWdural aood sheathing direc0y applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling tiredly applied or]-611 abmdug. WEBS 2x4 SP No.2 MiTek recommelos that Stabilizers and raNired cross Mating SLIDER Left 2x5.SP No.2200,flight 2x6 SP 00.22-0-0 be iretalled ouMg Muss ereWon.In accordance Min Stabilizer nsMgatian OUMe REACTIONS. (baize) 1=110105-0,9=118105-e Mea Ho¢ 1=-13](LC 10) Mex Uplift 1=424(LC 12),9=424(LC 12) FORCES, gb)-Mu.Comp/Ma%Ten.-Nl faces 250(lb)arises exeeptwfien shown. TOP CHORD t-3=-1]55/004,3-0=1844)3,4-5=1061933,58=-1880.933.6]=1644?i3, ]-921]55/804 BOT CHORD 1-12 814/144],11-12=-50111389,10-11=SOW1399,9-10.-80)/144] WEBS 4-12=-20904,0.11=-262'G41,5-11=-400./d3),0-11=-262'641,8-10=2d3O4 NOTES 1)Unbalanced root live loads have been considered for Ms dei 2)Wird:ASCE 7-10;Vllt=130gIM,(6eecond gust)Vasd=101mph.TCDL�.2pa1;BCDL=3.Opsf;R25ft;DdSM;L-=.nave-lib Cat. II;Erg C;End.,GCpi=0.1 B;MFRS(directional)and C-C ENedor(2)000103-2-5,IMedor(1)32-5 to(,28.Eoeaor(2)624 to 262-11,interior(,)20-2-11 to 31-1"-0 ane;ceMilever,left and night exposed:and vertical 10 aro aght expwe;CL for mambels and forces B MFRS for reactions shown;Wmber DOL-1.60 plate grip DOL=1 60 3)ProWtle adequate drainage to prevent safer ponding. 4)The truss has been designed for a 100 psi balloon chard live bad none rrent wfth arty other live bads. 5)-This trues has Men designed MT a live load of Warner on Mai boMan chord In all areae sfrere a rectangle 3001011 by 2-0-0 wall wit fit between me before chard and arty offer members. 6)Provide medhar-Wel c tion(by odlers)of truss to bearing plate capable of wihstarding 100 b uplift at fdngs)except ow-b) I= 4.9-124. Q WANNWe vss,CWanpru n—ua..a..nNnas ase MCLYwa.rNENaeiEM NCE PRG,440414 m.lOO Is asses,aaE Cay3n Wp.Me..'' TMI..finredws.Rk IXMgukrxfirJdiY uo npamieta¢YuwN CMlslamAMINNnI t�4dn9 cangyunl.cel Innlgvsu Barge v¢,IM dIMIg da$Iw�mu[I velli rte gYLc211,Y Ir [xtpvamelemantl goWrlY keuWale lMeeWNIF10 IMovertll buruuo" eef°'�B.Imwwarmdlowa��niooxm��°lnww aWE�x.v�mow v m iorw� ra ram era aq° ala«fro MIT@k r?COlknflom?.�wrervaec+MOCG«MwlnlveSaM nue M, mi seeNXel/IPtWWMwW wede0W LG51 W1kFYCerriWrxnl baoa F.,re1;t.sd. ]dMy111MIwXen W[WHenan lnB Flare Ya,Me.218 N.1ea9ree+.5JIe312.Nmnvlfo.VRY1314. iarryn.FL]ffiIO Tvs T1uss Typo Oh PIY RivarcidsHomes Ridedl JK nfzml]e JI60530P D03 Np 1 1 Job Rel one! Memrq BUlJing Slpplke, Jaxeomilla,FL 0.030s7,MH-y016MllexlVOBzI I Fao WByN,tP afa.0QgkhVKrr ?GJQR 10:35b8MIMrlIWDIeABeryMH_yfiID4Dw1HUVOBz11 Feo01gyBLMMPGzgosnMChVKBR1a19RF $34 10.28 1511-8 2L00 28&0 31-01-0 � S39 L11d SB-0 580 6110 5d-0 Soo.-1542 d]- 4 25 28 5 27 28 6 7W 12 JX XN7 24,W-.R 1 0 �a 14 13 31 12 32 11 10 bsz II 1.W II '.Y4 518 34 1.5M II .7 11 58-0 10.28 15-1,482188 ffi8-0 31-11-0 ~ 53O Is- Sd-0 SB-0 b11d 538 PI to Chow,a(X,VI- 1142A OA1m I 'p5A 02-0I I6PSA 0.2-0I 18'0.x-30-0-131112'OA-00.3-01 LOAMNG goo 6PACING 240 C81. OEFL. In (lose) Utlefi Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 125 TG 0.55 Ver(L ) -0.09 12 a9B9 240 WIN) 24M190 TCDL ).0 Lunber DOL 1.25 BC 0.6] Vat(LL) -0.2212-13 >We 180 BCLL 0.0 ' Rep Seers Icor YES WB D.26 HorsjTL) 0.10 9 ON, too SCDL 10.0 Cocks FBC20141TP12007 McWx-MSH Weight 1881b FT=20% LUMBER- BRACING TOPCHORD 2x4 SP NO.2 TOPCHORD Structural wood s11eatfing dreWy applied or 381 be purins. BOTCHORD 2x4SPNo.2 BOT CHORD Rigid ceiling dnmr,appled of]-]-1 mreaeirg. WEBS W SP No.2 "Tek recommends X1al StabblEere and required cross med-W SLIDER Le82x8 SP N0.22-0-0,Right W SP No.22-0.0 be l'.INled dumg buss mecuon,In acwrdsnce Will SleNlker Insidlailm folds REACTIONS. (IMI.) 1=11 810.5-8,9=1181A)5-8 Max HOR 1-170(LC 1O) Max Uplift 1=124ftLC 12),9=424(-C 12) FORCES. (tb)-Mm. p.Mtax.Ten.-Allfomes2W(lb)orlessexee%Wlenshown. TOPCHORD 1-3=1]e]?]T,34=155Br148.65=-141KN92,54-14932192,&]=-1558/!48, ]-9=1]81]n] BOT CHORD 1-14=-SSfVIW.13-14=-NS?I543,12-13=-fzIV1349,11-12=-03 91 294,10-11-NV1 464, 9-10=SIV1464 WEBS 313=864V180,413=7WM4-12-146994,5-12=360249,8-12-1461394, 811=-]&326,]-11=340/1 00 NOTES 1)Unteamiced roof ti er loses rave been considered for this design. 2)WIM:ASCE 7-10;V01,130mph(3dseond gust)Vasd=101mph;TGDL76.2psf;SCDL=3.0psC 1e26q;B=4Sfl; --3211;eeveeltl;Cat. Il;EI,C;End.,GGpI�0.181 MFRS(dwtioral)shot C-C Erdedq(2)080 to 3-25,Inlerce(1)32-5101628,Ex1adoh2)10-2810 26-2-11,Interichl)262-11 to 31-110 zone;cantilever left ark nght erposetl;and veriest 10 arm ngto ay maed;cL for members and home 8 MFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 3)Provide see,me,drainage to prevent water poncirg. 4)This truss has been designee for a 10.0 pal bottom chord INe lose Mnconeunent WIfl any other INe bads. 5)-This truss has been designed for a Ilve load of 20.0,9 on to bottom dlprd In NI areas W1ere a rener to 3&O tell by 2-0.0 wide WII fit between the Whom chord and any other members,W1h BCDL=10.Opst. 6)Provide mechanical connection(by others)of truss to mong plats capable of W lareanding I to tglllt at Idnt(s)except Ot=1b) 1=424.9=424 A wxlpMd.ewex4seenpn.-.. RENe NOTESWN RNOHCLWEOMIExflEFFN4NCEP10EW74Am.eoasoorlw7t EUEE 1Wpla we d4Y'ulllreoso ozoeow R1wes, x5asdaNYuru�rT��anOleneo.wn.mtl)FOmFx,r tW oocwnpx.'nt rot xu cotton.Baiwe w.IM Mldrp 4mMrer mnl Mry rlw 4Lf ed%h of Eatlar paOTelers atl gcp11Y Ncwpaala M 41e W n Mo C¢m'ertll tll0q�r 9a:YgY✓Yal�Nio gaven1 Wc1111r9 nrM1wNMMlnawebm]/a Clue membertdYY M]IMHIemCOrT'aN l'iennmae[.ocM MRek' 6UWN9r94MedbG,Y�11YwdbgeMnicdl4/a Wlntt�aM4CrlJ YPxYaMgcprlYd�rr[Ve MIICrprd 9lMrcer�hgM kdkulbl.YulWe.d3NBry.aecMad hwxpol Xl�[artl MmMlan%ceENV/RII G1LYh CYMIN.WSMwE KL hrE]1gf%41r1p�4 6BN Gets EM BLtl. LMy IrYwmaXM wdl?Aa Iran I1W Rub MXMe,RIa N Lae Street.WIe31 R,Ne[a[M.VRZ2J14. Terlpe.FL 3adta Job 1m1, T.Type Ory 111 Riverside Homes/Rdet/JK • T10247179 J180.590P D04 Hip 1 1 Job Rdererce Panel Manning Bdkirg Suppkes, JakaovAlls,FL 0.03oa Sep 292018 MITek lrguso-lea,Inc. wed denmw.u.tn my rveger ID 38 IMNWDoAB 7yMHyREa1-M1BblorPpkLOOWVBE88HyOVM Vauv.9GzR E Ni12-20 1P8-0 T3 31-11A 6Y8 F 0-L0 ]6-0 I L1-0 Bb0 Goals IMA 66 i AS 3 426 527 8 7.0] 12 3W L 3x4 2 2B `a zs za za 1 e ggto Id 11 A 13 12 00 31 11 10 9 dN= 1..11 94=d4= GN= 1.SNP N7 ll 4x7 11 Oe4= 11A F23B fe88 ' 2838 3L Sd0 111 31S]-11bA Plai Otsed MY1- f 'W-g041f3'0.11203i718'O3120.3�118'0.1-10OP11 LOADING(psg SPACING- 2-0-0 C81. OEFL In ft.) Well LM PLATE'S ORP TCU 200 Plele Gnp DOL 1.25 TC 0.89 Veril -04411-13 •880 240 101%?() 2"190 TCDL 7.o Umber DOL 1.25 BC 0.67 Wall -0.90 11-13 >392 180 BGLL 0.0 ' Rep Stress Inc, YES WB 0.21 Horz(TL) 0.048 Na We BCD1. 10.0 Code FBC2014 PI2007 Metrix-MSH Weight:1751b FT=20% LUMBER- BRACINO- TOPCHORD 2x4 SP No.2'Floors' TOPCHORD StruvWrel vs,d sheathing directly applied or 2-2-0 oc pulllre. 36:2x8 SP Na.1D BOT CHORD Rigid ceiling dreclly applied or 7-9-10 no brscil BOT CHORD 2x4 SP No.1D MITek recommen is that SI WIL ens end required chase bossi g WEBS 2x4 SP M.2 be ylslalled dunng truss erection,In acomdNwe wth Steblllm, SLIDER I-aft W SP No.22-",Right 2x6 SP No.2240 InslNlalion Guide. REPCTIONB. (INsize) L-1[81/OS8,8=1181N-S8 Mar Hoo, 1=203(LC 10) Mar Uplift 1=424(LC 12),8=-024(1012) FORCES. (Ib)-Mar.Carp./TAet Ten.-Agro,ces250(Ib)mleeaexceptxfienslwvm. TOP CHORD 1-2=1]4Y147,2-3=1%2/)63,3d=-1315/)05,41080/630,5b=1315/]05, 67=1542/183, ]45/)4] BOT CHORD 1-14=]03/1521,.13-113-1 4=-521/1512,11-13=-32)/11311,1611-514/13T/,810-71 W1401 WEBS ]-11=334240,2-13=-334240.4-13=-1]3/588.i11=-173BW NOTES 1)Unbalanced loot live loads/leve been considered for this design. 2)Wind;ASCE 7-10;Vu0=1 Wrnph(3second gust)Vaed=101mph:TCDL�4.2psf;BCDL=3.opsi;1r 5g;8=458;1-328;eeva Itl;Cat. 11;EV C;End.,GGp19.18,MFRS ft redionaft and C G Exte0or(2)000 N 32-5,Inteno,(1)32-5 to 12-2E,EMedm(2)12-2-810 24-2-11,Inlenor(1)24-2-11 to 31-11-0 zine;cantilever left and right eV.sd:and vertical left and light exposed:CL for members and forces&MFRS for reactions shovm;Lumber DOL=1.W plate ghp DOL-1.60 3)Provide adequl drainage to prevent N'aler ponding. 4)TMs fares has bean designed for a 10.0 psi bailors"In live load nonconcurrenl with any other live loads. 5)'This/mss hes been designed for a live load of 20.epsf on the f otom Hold in ell areas MM a rectangle 3-6-0 tell by2-04 Wde Mt lit Interval the b0tom chord and any other membets,Win BGDL=10.Opst 6)Provide medlenicel connection Eby others)of trues to beefing plate capaNe of Mihatending too Ib uplift at jolage)except gtdb) t J24,6A24. Y wxaNWa.lag tlupn p•remeovwar Foxe No7aa MlXle xno MCLWEp MIEx 9FFERANCe I..a 1.m'.1eR0]Is..USE cetlgn Mltl W,ma ury NT AYIek&anrvu:kxn.9sa,]ntlP�k CvcvlonlY Wcrr Wanelen Yxrv.�.uxl kror YtTtld dAOlrgw�x,enr.rot . WIlW iplem.�lolel�.RedWptlu�lav halal vallN llw N{1kMih oltleYmpaaneanmlpNxrlYkICOINwaIIY[�4rarlo Ms wel�L Mr- kLpOSLIrn aat]gigcaletlklo gevenrd Mpo1 MIUYAN IIuwabml/d WdmaMaowYy MUIbvAMnl '/ab PsmMlsMMatLg fit .k adwoyra[aYNI KKiktPolyaN bpaverticdkps Mln Wade pawdYesyagpcpelTy4an�e.fagawltlpdOkarpuclp He Isvd didoresse, ecea sclo tsn Wfm 'Y9anuaxulal,IR'hlemt'aWlfi/Mt VA223Glllsrh,alFl9 orCLCNMYgCunPerlsr✓ 6Goa vertuEW ad.IrkrommaN.rAmaxoln mrellae xaxna.zla H.laa snaal.seta 3lzaa.rnamvnzzma. ralrLba axlo ' a True Toe Type Ory Ply RiefriM Homes l&Metl I JK noz4]1eo J180599P 005 Hip 1 1 J1 Rel 1 1 ell Mamirg Spun'Supplies, Jekcomllle.FL 0.030s Sep292ot8 gl?B RVeH n0. Weaaan OMMa t08piW-17 e1 ID:30o81tlMNW McABe)yLIHyRZe48J91?90RVeHzgSYNONANpeylamMrt0i10ppl W tr1aRD 600 1428 1_08 23 B8 31-100 &1-0 41-0 3B0 &1-0 P1b 3p1e:Y14v1' d5\\36� 3 4 5 e zm nz 3W 2 ] d d 1 0f 6 14 13 12 27 28 11 10 e 4x] n _ S]9 10100 142b 1]80 MN-0 ZV 31-0b0 17E 61-0 350 560 390 64-0 5-78 PINOnsets(XVI 1 '039661113'0-2-1462 IIB'O2-140.2-0118'0.1-100311 'Q3-0 EGp 1112V30 EdpI LOADING(i SPACING 2-00 C&. DEFL. In (w) Vden L/G PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Ved(LL) -0.3511-12 >999 240 MF20 24Q190 TCDL 7.0 Lumber DOL 1.25 BC 0.� Vai 0.]811-12 >505 100 BCLL 0.0 ' Rap Smas Incr YES WB 0.42 Hori 0.05 8 Na Me BCDL 10.0 Cocke FBC2014RPI200] Metrix-MBH Weight:1]41b FF:: 0 LUMBER- GRACING, TOP CHORD 2x4 SP No.2'E1mei TOPCHORO Stnw1ural wood sleeping dredly applletl or 22-O OC punks. 38:2R0 SP No.1D ROT CHORD Rgld oiling directly aluble5 or 8310 o opening. BOTCHORD 2x4 SP NO.ID MlTek---entlelMtStebillxere ens required cme breapg WEBS 9r4 SP No.2 be I,.I.GUM,Vuss erec4on,In accordance WM Stabilizer SLIDER Left 2x8 SP No.2230,Right 2x85P N0.22-0-0 NNoft.. uIde. REACTIONS. "I.) b1161/Q58,8=1181N5-8 Were Haa 1=236BUC 11) Max Uplift 1=424(LC 12),8=d24(LC 12) FORCES. (Ib)-Mex.Comp.I Ten.-All forces 250(Ib)w less except mT shoxa. TOP CHORD 1-2-1]4003,2-3-158Br]8,3A=14M/]2],4-5=9108161],58=-1409/]2], 6]=tsaer]ea,]-e-1]4Br]x BOT CHORD 1-13=-030/1555,12-13=51]/1558,11-12-261/10]3,1Q11=-510/1400.e-1R63N1413 WEBS ]-11=449f303,2-12-444PJIX1,S11=-240&91,a12-24N891 NOTES 1)UMablei mol live loade haw been convdered for this design. 2)WIM:ASCE]-10;Vat=l3 ph(6.e d gust)Vasd=101m1A;TCOL-1.2psf;BGD".O,r,,h=25n;B-1511;L- M save=4f1:Cat. II;EVC;End.,GCpl-0.18;MFRS(direcnonai)aM CC EMerog2)609 to 3-2-5,Mtedm(1)92-5 to 142-,EtGeMR2)14-28 m 1788,IMeadr(1)22-2-11 tp 31-11.0 zona; amblever left aM night etgos d;sad vedlcal telt and fight etgosed;C-C tw membere and forces&MFRS for motional shown;Lumber D0L=1.60 plata grip D01=1.e0 3)Prom adequate drainage to prevent water loading. 4)TMs Huss has bean deigned fa a 10.0 pet boticm ch ml It.back nonconwnenl with arty other Ilve loads. 5)-TMs truss nor been dsslgnM fa a live lod of 20.Opsl on Me ba tom cMrd In all areas wfiere a re tangle 344)tall by 230 woe WIN nt belwaen Me paean cM1ON are,any other membere,with 3CDL=10.0pst. 6)ProvMe mechanical comedian(by others)Of truss to limung plate Capabe Of withstanding 10016 uplift M Joints)Bxcept abd1b) 1e124,824. Q WAaN3ia yemrM evoimtlaFAO N01E3 Ln)IB AHa ini MIIExaoene CE pe..J<i]m.rOONJI36E£ae USe yry j @.tlg�vatll«uss cNY`wIIh MIIHTw«,ectors.RhVeLL�1R W«1onlYNwnRae,elers egm�.eM lslwmYdlNtlId FUYtlaq'++n[w�wnn,ret ��YNM MNmaWem 2al«n uSe,Ne GIOq�A]rwr musty&Xyll'eqd'c@41No1aexenpsTrelersaNpapnlYFc«grab Ra tYiTlnb lad ovelW Aalvaetlgl. a«aroealcareeslageY«rteUcnYporxwlMYl.x mm Yreomv«crw.tlmeM�l:«+v.oaanarltl 9nwrtavmO p«mawrlor«3,a Mire k' aaYmv+lenlad mr.mllNmob«evMl cvllys x9m%�e dnlxv mol.*oeermm�x. v«aer,mN ealUmce reaaQpYw 9o.e«w 1. . anmaeon Llaapa.awxerv.emomaaldaomaol Lraee0xlm�Weana raa9n9mn wan erc«n,pxma,aeev.amv<mwl.r+ a 9aap'eroaaam oamw nom raa Rale Inanra,2te x.tea eeB1.93w 312.NeaanuvAzvt4. .e..a M3aaut,1p to Trues Tma3 Type OM Ply Riverside Homes Mirked I Tlmntel J10051NP DOB Common 5 1 Job R t ( DDa�) MemirM BMltlirlp 6upplies, Jelsomdlle.FL 8.030e5p 282016 MTeklntlustr Inn. Wed Jen 100952.10201] Paget ID:30b0IdJWrWDIBABe]yMH_yR2s0.5hGdi17%h3PbmoChad2 k2Btuhlec7IPamzu9RB 0-td 15-11-8 23P0 31-11L 7-10-0 ]-1P0 btd 535= Scale=181.0 3 21 ].W Fl2 34G SWC 2 4 p 23 1 5 Id 1t 10 0 24 25 B ] 6 4 4= 154 Yi ass= ErA= 1.5Y YY N] II ax] II = Zid tOtld 2Pttd 2838 31-11-0 ]-0 SI-0 tOPO Sed S]d Pial OBm1s(XY)- 1103-130-0 I IS'0.11d041118'03-0Etl I I '03-0EIXpI LOADING(PaD SPACNG 2-0-0 CSI. DEFL In (1.) Weft LJE PLATES GRIP TC, 260 Plans Grip DOL 1.25 TC 0.95 Ved(LL) -0&1 59 >999 240 MIT-21) 244/180 TCDL 7.0 LMaaer DOL 1.25 BC 0.]0 Van(fL) 405 P9 >592 180 BOLL 0.0 ' rise" 1. YES WB o.56 Hohz(TL) 0.08 5 Na Ne BCDL 10.0 Code FBC201,4TPI2U0] MgddMSH Weight 178 to FT=2119: LUMBEW - BRACING- TOP CHORD a4 SP No.2 TOPCHORD Swcturalxwd sheathing directly eppled. BOT CHORD ad SP No.1D BOTCHORD Rigid ceiling tiredly applied of 6-11-13 oc bracirg. WEBS 21 SP No.2 MIT&recommends that Slatedit es,and required cross bredllp SLIDER Left 2x8 SP No.22-0Q Right 2x0 SP No.220.0 be Installed during house sheds ,In aaoolMre wind SMMllxer Installation guide. REACTIONS. gWaize) 1=118i-B Max HOR 12 (LC11) Max Upft 1=L24(LC 12),5=-024(LC 12) FORCES. (Ib)-Mme Comp.Mlax.Ten.-AB fare.250 file)or Mss except afien shown. TOP CHORD 1-2-1]51890,2-3-167W40.34=-18757b,4S=-1]51890 BOTCHORD 1-1R-5 M5]Q9-10=4]V15Bged=-1991053,7�47UW21,5-7-5 W1425 WEBS 3-8-213]052,dam-50ill 3-9:i-n7"52,2-9-50l NOTES 11 Unbelenced IoW live loads have been consltlered for this deaign. 2)Win:ASCE 7-10;Vult-lWa h(3decond gust)VasE=101mph;TCDL=6.2paf;BCDL=3.Opsf;R25B;8=191;1=3211:eass-i Cat. 11;Ev C;End..GCp�0.18;MWFRS(dlreclionel)and C-C Extedm(2)0-9-0 to 3 2-5,Inledor(1)3-2-51015113,Extenor(2)TS-11-0 to 19-1-13 zone;candied r lett and right exposed;end vemcal left and right expased;C-C for members and foods,&MFRS for headphone sham;Lumber DOL=1.80 pate grip DOL=1.00 3)This two has been designed for a 10.0 psi bodom enrol live load rlonconcurrant rah enyother live loads. 4)'This truss has been designed for a live lead of 20.0psf on the bonam Groh In all areas Miers a rectangle 3 -0 tall by 2-0-0v4de WR fit between the began elrol and arty other members,witll BCDL=10.Opsf. 5)Provide medlai connection(by others)of truss to bearing pate causes of Withstanding 100 to pear al hourri except gt,ll 1=124,5=02-8. QWAgXWa VYllyCKpnpvnmHxaen0aEAa XOTE3 PVTX3eXa MCLVOEa XlfElteEEEXAN[F PAfiEM6i4ia m.lemN13aEFWIEYSE C¢Lgr Wpkx Vea way MT MIe4®con�eclws.Rkdrag�k[urddJY r�Pr PAumeleny�bM.[IM1l klwm MM]x'1 WMig cw�xra�cnt ml alnoaylxn.Mlde�,tlw Ialdly MYgn a Jq YMcaWleXdYNyMde1 ebli1 nuri lVMpNtheMq;AtIos oltlma6P� chucd mekeaWP�riYMlncwpwasimup,and mmma oe. y¢IM k• hdwvlreaAOO(a aMtihW'bnravenlcWr�e MmPaWe Pkru'V3 hlxYm]arTBIY WnWe,ew eeneid aLL]awe reeMaxr Ob kdkVIkM1 91aa�.tleNay.erecanaglwIXYpdM1ummd MmMldni 39e1rIL/MItbYM CMerd.aLdf ogeCL allgCpgonenl NW Pn4 EYBN0. 9tlNylMYmllen mWMBM1dn loss aaleluAae.216 N.10e51ree1.91M a12 NeaxtliM.VP22314 Teirys.FL 33810 T. TIIm TypeOty Ply Effective Homes ffinke0 l JK • T1024]182 Jfe0599P DO] HIP 1 f Job Refs... anal Magner,Bolding Bpplles, Jelesaahl.FL 0.030 s asp 202010MtTeklMuaMas,Inc. Wed Jen 100P.52:f92o1] Peget I0.3 xlMNWDeAee]yMHyR2 MgMCSloZrvnZGyWj4RosCLOXRMpL'grei.YWRA 1d1i14 2ie0 3g'ID std � ase i e=1z IJ-tz sda I .a SUIC3nw=I' a c 3a\\ as q as o 3 45 8 1.00 12 ZS I 34G � 8MM 2 > d � 26 1 14 13 12 9 20 11 10 0 a6= I \\ a] II Y] II OM= 5-7-8 IP11d 14812 t]Ji 2S11b 'ffi3d 3111-0 S70 SdL 3-]-6 5,F0S]9 Pate Ctlsaa - 10)130-01 3.62 0.2) 0.0.220.2) 8.P114041 11:030E 12:0.3-0E LOADING(pal) SPACWG 240 CSI. DEFL. In pw) V&fl W PLATES GRIP TOLL 20.0 Plate Gtlp DOL 1.25 TC B. Ved(U-) -0.3411-12 x899 240 MT2o 244/100 TOOL ].0 Umber DOL 1.25 BC 089 Verl(iL) -0.]111-12 a543 im BCLL 0.0 ' Rep Stress 1. YES WB 0.40 HoO(1L) 0.05 0 we Na BCOL 10.0 Co& FBC2014 PI2007 Mettlx-MSH Weight 175 to FT=2 LUMBER- BRACING- TOP CHORD 2ol SP W.2'Except- TOP CHORD Structural vrootl sheathing directly applad or 3-76 oc POMm. 36:04 SP W.1D BOT CHORD Rigid calling directly applied cr8-5-7w bracing. GOT CHORD 8W SP No.1D MTek recommen&IM1at Slablllxers and requiratl cones bredrg WEBS 2x4 SP No.2 1x Laallad duct:,trues erection,In aawMsrwe sign Stedlixer SLIDER 101126 SP No.2 2-0-0,Right W SP No.2 240 IhRegrotlw guitle. REACTIONS. (Ibhfxe) 1=1181NS8,8=1181NS0 Max Hort, 1142(10 11) Was Upf101=J24(LC 12),8=-024(LC 12) FORCES. (Ib)-Max.Comp.Mtex.Ten.-A11 forces 250(Ib)or less except anon stwwl. TOP CHORD 1-2-1749024,2-3=1592702,34-1424/]2],4-5=1118811,56-1424]M], &]=1582t]82,7-8=-940024 BOTCHORD 1-13=b09/1581,12-13=-5121150],11-12=-248x1083,10.11-5081406,&10=fi15�i49 WEBS ]-11-404/)13,2-12=-060313,4-12=-25 12,&11-25M12 NOTES- 1) OTES1)Unbalanced tool live loads have been considered for Me design. 2)Wim:ASCE]-10;Vu0=13omph(3..d gust)Vasd_101mph:TCDD .2PV,,BCDL=3.Opsf;R 5R;B-I5ft; -Lf1;.a fi;Cat. 11;EV C;End.,GOpi MW ERS(directional)and CC Extedor(2)0-0-0t03 2-5,Inarlor(i)32-5 to 146-12,Etletlor(2)l46-12 M174-4,IMetlor(1)21-10-]io 31-110 xorre;cantilever tail antl OgM exposetl ontl veNcel Ie0 ant OgM expwe0;C-C for members ans forces&MFRS for reactions shiner;Wmber DOL=1.60 plate grp DOL=1.60 3)Proonds adequate dminage to prevent water Ponding. 4)TMs"a has been designed for a 10.0 psi h Brom Mord live load wnwmurroni MM any hilar live be&. 5)-THs infest hes been designea for a live load of 20.0paf on the Nelom Mon In all areas ahem a rectangle 36 hey by 240 cake MII ht beMaen Me MU.choN and any oMar members,vah BCDL=10 tits. e)Provl&mechanical connection(by otbere)of truss to bearing plate capable of wiPatanding IW 1b uplift at loiM(s)except 061b) 1-,124,8d24. tl WIRNW6-VVXV NYpnpnnrer nmCRE4O NOTE-,PV i1Xa4Na M'LLYDEn/NrEIt REFFafN[EP4aEM614]]nr.Uraosc 5aEFORE USE ceYgn'.cnw-MYWgnMlek®ewreeWCRKCo$p Elvu+tlwlVuryn 4xxemera¢Nmn,.div]Ir Id a,kNINdM t .'l wmnv+v'nt rot Miare ce�seR�arram� `ix=ersm~m�Re1i i.Kwnre1is�eye i`��ara.�ii<:-r-a mam�«+rnvwam�w�l��wr�Rman -tld�+w eaem+rep4etl rw:hulmwrdwneRwa odl�.dnwsue pws„,d kvFrwrdww>e4va��ee. rar9wrwdgww�a�naR9 me MtTes bbe,,rhe 1wo3e.�. MecMmm�Mackydnu¢aimtllnKxKltnK sre/J1f1/INIOWM GIIRM'.aaa'armtl FCal kYMpCar,pwnl Tore .R..1.M4. edi•MNnmrdan avticMehwn i�RalexuMrne.RIa N.Ice Sheet 911-,SI2.NeawtlM VR2R211. Turye.FL SBIO slob T ; Tdoxi Dly Ply Riverside HomesMinke6/J& T10oVIN J18o5eeP DOB Hip t I JOE Relererwe o dorel Me11111ng Buildirq Supplie, Jel¢ornille,Fl. B.D30e3ep282016M1eA-140uBva,IoPl WPo Jen W0N:ueuev r ecAIR ID:36EBIBIMNW DIeABe]yMHyRZs0.140YMxZtaPgsl OFJ_4]MON2VJd3NnWfeaARB 098 12412 1fi-11it 14Cd 2384 31-11-0 61-8 65d 3dt2 A 4W 41-0 B�� EwIO�ISaB 38// 'SIB\\ 69 3 4 5 6 ]W 12 y4, w ] d 24 1 6 JZ °a u +3 Iz 25 S 11 to 9 U7 II M= S]9 tett-B rA6-1T 19H i'N11-0 2638 31-i1L ShB M 1-]6 688 19d 54-0 S]-0 Me ORWAs MYI- I D3@ 4113O21E4 l I 'Ed 3811801-10,0611.111,(KF0EdN11203-OE11 I IAADING(paR SPACING- 2-00 C51. DEFT. in (w) WM Utl PLATES GRIP Tea 20.0 Plate Grit,DOL 125 TO 0.88 Vertga) -0.4111-12 > 240 W20 24M190 TGDL 7.0 Lumbo DOL 125 Be 0.67 Ved(rLl -0.90 1112 x424 180 BCLL 0.0Rep Stress nor YES WB 0,25 Horz(fL) ON 8 we Na BCDL 10.0 Costs FB02014/1 M7 MaMx-MSH Weight 1751E FT=20% LUMBER- BRACING- TOP CHORD RACING-TOPCHORD 2x45P No.2-Except' TOPCHORD Structural sheatNng directly applied or 2-2-0 oc pudllW. 38:2xe SP No.ID BOTCHORD Rigid calling directly applied or 7-10-14 oc Medrg. BOT CHORD 2x4 SP NOAD M1Tek recommends ilial Stailizes end required doss bracing WEBS 2M SP NO.2 be installed during idose.,scrod,In accordance Wn Stato llzer SLIDER Le92x6 SP W.2 M-0.Right 2x8 SP No.224-0 ns dla'on ori tle REACTIONS. (IWdze) 1=1181/05-8.8=1181A 8 Max Hoa 1=208(LC 11) Max Uplift 1= 124(LC 12),8=424(LC 12) FORCES. (b)-Mat Comp.Mlax.Ten.-At forces 250go)dlessaoseptvmen shown. TOP CHORD 1-2=1748.046,2-3 154Bnf#,36=-130»06,0-5=-1004/G23,58=130]/]08, ]8-11 -52144 BOT CHORD L13=-fiB]f1529,12-13=-521/1523,11-12=-312/1116,10.11=-516/1383,8-10-692/1404 WEBS ]-11=.96M258.z-12=-364256.4-12---188/BM.S11=-18&L04 NOTES 1)Untelanced door INe funds have been considered for his design. 2)Wind:ASCE 7-10;Vu0=130mph(3second goat)Vasd=101mph;TCDL=4.2paf;BCDL=3.0psf;l-25X;B=15f1;"M;std a oft;Cat. 11;Elp C End.,GCq=ft.18;MFRS(dlecEoneg aM c-C ExtedoR2)040 to 32-5.Iiedor(1132-5 to 12812.Exterior(2)12-612 to 23-98,Ioeder(1)239-8 to 31-11-0ae e.candlever left and right exposed;end veNcel left and right esposetc-C for moires end forces&MY/FRS for readiore shown;Lumber DOL=1.60 plate ghp DOL,-1 60 3)PloAde adequate drainage to ff a snl water oddb,. 4)This tires has been designed for a 10.0 off bottom"To live load nonooncunenl Wild airy other live loads. 5)-This buss has been designed for a live load of 20.0{st on the hosiom choN in all areas Whore a rectangle 3E-0 tell by 2-0O Wide Wit lit between the Iwtlom chord end anyother memhNs,vMh BCDL=10.0pat. 6)PloAde mechanical connection(by ones)of Imes to bearing pieta capable of MtFatanding 100 to uplift at fortes)except grdbl "24.6--024. �WA6NWfrVxay Celpnpe�mev�up PFAa NaiE40.4l1MS LYO eCLUBEOMiE1[aEPFeiHCE PA4El.6NAm.+p�NI59EEWIE aSE affulo nsfun. aeyHn MlnkW ccrv¢cM:.IMmtlpn 6lmadevuWalE'+amalenetwun.rna Ynam Ma].x1lAltleq cem{xwrnL rot me W mm.e.w�e un.Ile Ixiirp m4wler mol vanW xre gswcabpW of Be14 l..�aalaa aria Rroanv rare n moil Mo aIe overal GlJpmbar BIXYp IrvA'.ale]elolaar'er111vCNrpdHIrMVJ lnmueCalNla Qitta memCenaYy.Mrlbd HraMW�rerrnoaanliocep we a WVls regledMWmxlyarWbpMe4ccxoRe xlmr NerAevK4 hyEYaMP4alY6drWe.(agawrtl gLLhCeea tlrg Ae 9paL P.Eel. AMt IMI.IIdOJa.tlelfrerY.aecYmmldacNdavem m]IIrnMIem+Hra4Nw/INI01Ify UIMy pMeeq KYINMIw CeTeae4 MI'/IrxwmOXM a�tll34e M1dn Ir�Role F9Me.216 N.LBa3Tee1.91b]12.Nazaltp.VP22d14. TerryL FL 9M1a ,, b T. T.Type Oty Ply Riverside Home.ffinkeB l JK 1 ' T1024]184 !J1895dip D09 Hip 1 1 Job Refemam Lptalining Mashing dualSrDP'NN. Jearsiddle,FL 0.030.Bap 292016 aNTeklndlseis,lnc. Wed Jen 1009:5221201] Paget ID:3680MMAWDleMe7yMH_YRIs0.VGpUUal wsOLaw WD9c n1 gytrel X3B5aBRe SI1L 1188 1511-a 2048 2600 31 5160 S]d 4-50 4S0 5]-0 51"o Bass 1542 Asa= 4 z4 2S 6 zao Fl2 M, , 26 35 9 ] Y 2] AN. 4th. 2 e 13 12 29 11 l0 Y] II 1S II yrs A8= tsxa If Av] II 591-0 1668 20`18 2800 31-11-0 ' sll-0 S]8 890p 5]B 5110 Plel OflceN(XVI-- Il'0-2-000-131 I9'D8300-131 It 1'03120301112'0.3120.3-01 LOADING(pan SPACING- 2-60 CSI. DEFL. In (lot) Adel) LM PLATES GRIP TCL- 20.0 Plate Grip DOL 1.25 0 NITROTC 0.5] l(iL)Vert(LL) -0.2111-12 x999 2NITRO44/ O 2190 TCDL ].0 Lumber DOL 1.25 BC O.N Vm -0.4]11-12 x810 1BJ BOLL 0.0 ' Rep Stress Inn YES WB 0.34 HOG(TL) 0.10 B We Ne Bil 10.0 Code F80201,UTP12007 MMdx-MSH Weight.185 he FT=20% LUMBEW BRACING- TOP CHORD 2x4 Be No.2 TOPCHORD Structural wood sheathing Directly applied or 3S8 oc pu0lns. BOT CHORD 2x4 Be ND.2 BOTCHORD Fill calling Greasy applied or 789 oc black, WEBS -MSP No.2 WEBS TB. 2x45PN02 5-12,5-11 OTHERS 2x4 SP No.2 Fasten(2K) T and I braces to nanow edge of web with led SLIDER Is8 2x6 SP No.2 2-0-0,Right 918 SP No.2 2-0-0 10.131 b')Me,61n c.c.,sdh 31n mlmmum end disbands. Brace must cover 90%at web length. IAl necOmmend.Orel S1ardize18 and required cross be dig be Installed during truce Anse n,in accordance with Stabilizer Rsfella0on guide REACTIONS. (Ruslz0) 1=11B1Po-58,9=1181/D-5-0 Max HOG 1=192(LC11) Mex Uplift 1-424(-C 12),9r24h C 12) FORCES. (lb)-Max.Comp.RgaATen.-Alltolnes2WQb)orlessexcept Mrenshown. TOP CHORD I Y9]8]0)0,31-14991119,45=9232IBB4,58=-1232i8B4,8]=-1498.919, BOT CHORD 1-1�-5]7153],12-13-R]/153],11-12=44211 .10.11=-5]011464,9-10=-5]N1484 WEBS 3-12=414220,4-12_-IM4]8,611-1]84]8,]-11-414226 NOTES 1)Usbalanted roof INe loads have been mrs idered In this dea l 2)Wind:ASCE]-tG VulLl 0mph(3-s..d gust)Veld=101mph;TGDL-0.2,f,,BCDL ,Opal;h=25M1;B-151t;`1--32X;0AW-ftp Car- 11;EVC;End., 3CIDIF0.18;MFRS(Mredlone)aid C-C Extesil OD-0 to 32-5,Intedor(1)32-5 to 11-8-8,ExteMr(211188 to 24-10.11,Inti l0r(i)24-1611 to 31-11-0 zone;dolieyer left and right egwsed;end vertical red and nght expo ssi for members and forces 8 MFRS for reactions shown;Lumber DOL=1.80 plate grip DOL-1.60 3)Provide adequate drainage to prevent wafer ponding. 4)This Musa has been designed fora 10.0 pst bottom ichor We load Iwnconsui mant wth any other INe loads. 5)-This Buss has bean designed for a Ilse load of 200psf on the butlan chord In all areas Mom a rectangle 38 0 tell by2-0-0YM. will lit batsmen the Whom chord end any other members,arth BCDL=10.0ed. 6)Provide mechanical connection(by Mass)of truss t0 bearing plate capable of¢lthstantllrlg 100 In uplift at(ands)except gt=1b) 1>24,9-124, 7)Wall AddlHlonal demurred and stability bradng for truss system(not part of this component design)Is always required, Q NANIWD.ANNZ~,mrwrud exH READ NOTE-ON TX1a AND N'CLlarm anENPETEN oma sal r-mazzD RE U.E t CAgn vtlplw irc wYY'uIM�tAIMOcanwclwv.R&oo5{T 6 drtetlaYYUlxx�paanelen Mown.mtlkla m MNdxl detlag cwnpwient rot bull dours, ,fpdourn aleaeobupe.lxl'e blkwaplotlpuse�ne� ' wf YvcMmndrnammb]enlr." .omup«deWmrMd owR¢Ore vMire k' obe'sOnvmlePod o .Yl1.1c',and uslo n w1TpWla�v.keyagpcla4YUTgNNIN NAND. Bare�and.Dais0pwdrp Aa1.14 SAWN, btnceua.dal fKXnCM UWhaclq 218 K I se .asm 31memollMl GAV314awM,Daad9m0 K9MMiq COnpprl T.ry-IL asam y4Ny INmndlpn owakEMe M1an Inns Rale MIN-.210 N.Iee STeel.9Ja]12 Ne[nMla.VAY1014. La�rye.FL 3Ata b I Trise T.Type OtY Fly protests Homes Mrketl l JK naz4ne5 Ji6059BP D10 Hip 1 1 JabRefer. o 'oral Marg funding deaths. Jsisinalle,FL 0.030a Sep 202018 MITek lMusmea.Ire. wet den tB99:52:'12 mLdi7 Pagei 'O..W NIMPW01eMo7yMH�Aa4-_SWIGEUCSU2]YORXWHn30CmfBNwsniWXIGcjX R] 44510 B88 15-114 224-8 2]JO 31-11-0 4-11-0 4-]6 &5-0 6-`5_06518 HLO 9ule�154.3 0O= 1.9[l II h]= 4 PY 23 5 24 25 6 ]00 12 See S4 G B 21 X2 i> 4M 11 8 2 I. $ 1 a a R 12 11 RB 10 3,10 II a'4= 5x8= 'AM= 3810 II P8.9 15-0id 224-8 31914 p6.B 650 BSD tbB PI Onset(X YI- IT638 Etloel I 'Od40-2-0I I6�OSi 02-011965-]Etl 1Ill,Od-00301 LOAOIN6(10 SPACING- 2-0-0 CSI. UEFL In (lac) Iden W PLATES GARP TCLL 200 Plate Grp DOL 1.25 TC D% Veri(LL) -0.131019 >999 2. MT20 244/190 TCDL ].0 Lumber DOL 1.25 BC 0.]0 Veri(1L) -0.351019 >999 160 BOLL 0.0 ' Rep Shares Iter YES W1 0.25 Hor2(TL) 0.09 9 We Wa BCOL 10.0 Cotle FBC201d/TPYL00] Malnx-MSH WSIght 981b FT=2016 LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Shudural ymd sheathing directly applied or 3-7-14 m punas. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid ,elfrgdirectly applied m]-50 oc butting. WEBS 2x4 SP No.2 MITek recommence that Stalonders and reWlred cross Cutting SLIDER Left 2x6 SP No.22-0-0,Right 2x6 SP No.22 O0 be Walter during ttuee erection,In accordance W= Installation Runde REACTIONS. (Ildear) 1=1181/05-8,9=1181N 8 Max Hoa 1=159SC11) Max Upon 1=424(1-0121-9=424(LC 12) FORCES. (n) Max Comp./Wo.Ten.-All forces 250(lb)or less except asset shorn. TOP CHORD 1-3=-1]55/605,34-15&51251,4-&=45990535.56=-15991835,07=-1503/251, 519=1]55AkA BOT CHORD 1-12=41511531,11-12=-WA11302,10-11=45511332,9-1 0=-607/1457 WEBS 3-12=-27&187,4.12=-45349,4-11167/455.5-11=-39527•],6-11=-10]/455, 6-10-45/348.71 o--273887 NOTES 1)UnbMatced root live loads nava been wn.1deretl dor this design. 2)Wirt:ASCE 7-10;VWL-1 Wmph(3 ord guar)Vasd=101mph;TCDL-4,2pst;BCDL=3D,l k25n;B=45f1;L-32n;pave-4n;Cat. ll;Exp C:End,GCpl=0.18;MFRS(aredlo and C-C Exasior(2)0-0-0103-2-5,Interohl)3-2-5 to 988,EOe icer2)986 to 27-1-10,Intenorn)271-10 to 31-11-02me;cantilever left and right expceed;end vedlwl lett and right egwsedC.0 for members and tomes 8 MFRS for reactions shown;Lumber DOL=1 JW plate gnp DOL=1.60 3)Provide adoptefe drainage to prevent refer pondng. 4)This buss hes own resigned for a 100 had bonom chord live load mnconwrrent With any other live loads. 5)-This Imes hers been designed for a live load of 20.01t on the boftom Mond In all areas where a redargle 3-6-0 tall by 2-0-0race MB tit beMaen the oonom chord and any other members,yin BCD =1pinion. 6)Provide mechanical wnnaction(by others)of truss 10 beating plate capade of vathstatting 100 In uplift at binds)except gtdb) 1=424,9y424, Q WWfi/OlaVwNy Mtlenpvamrtne=nO flFAD NOTES gIIraS4Na WCt UOEO MIIFNaEFEMNCEV40EllR)17)m.re0.YM1EaEFOaEYSE Ypp d9T v:Mtl htadtIdwk4uWXMreeVmlAa.a,d,l abMusedounw�envretinmt cxdnlmaIDML.smrixzilmy In.aue; PokanA^lrlby,FlhWupmAmwJlreaWrs aWrYrwrs nydruoaL9n. br,.arW'd9ls.form lMMtlwl dNtll�y aanrrynnl.wt M-�•iYNrek ' u,uivaerenordhpnn Pa".1bm]Mmtreulrnff .seat -ir.Ea %MroB M amrytnatial.w..xai .Fl . 0 • nBB We '.,PMiaYM lbnea RlMtl/JK 11.1. J16reBBP D11 XP GINp Job RBKrelce a tlorel MennnBBu4IIrySWLIb.Jexvrvb.R flYn: O10a1LMmM�AWDIP1elylifli ysRw 8-XSFSKN2L7fk4 lrt Wet Jen l9,l'19W1M1]Pgpl ID:36D81KIMNWDIBABe)yMH_yRZN IXSFSKCN2L]Ik40itivcbzOALlmyLtlYRABVOWCxu90y 380 680 16]d ISLIO 21342 2586 2880 31-1b0 iso 2-11d N-02 5dd 541 N42 2114 530 THIS TRUSS IS NOT SYMMETRIC. Scale 1533 PROPER ORIENTATION IS ESSENTIAL, SsAmmaiH5= 5}6 M195H6= 'A5- 15M II sed-rygILEO N41LED ].CO 12 5 23 4 24 5 25 6 20 V J > ads-1 95 L 8 B 2 9 3 1is 6 IS 14 13 12 ED 3D 11 01 ID ped= L4 &6= BIB= ®8= fib= Sb= 2,411 &8= HTU2a NMLED NAILED 93L 64E ib]d 15-11-8 21312 'Jb88 2880 01-11-0 'f8U ,:I— 4L12 541 5dd bb12 111-8 890 Plate OMMs(%,Y)- I1:DA-1,00.1],It:081,08-06(BUd0,02-01.I]:OS8,0@-04I9UJ-1,0011,(B:0-0-1,0-00),(tt:b3-0,03126I12:030,OA-0],113:Oi-0,64-12], 114'D300AA1115'08-0 3121 LOAOIMG g»p SPACING- 200 C81. BEFL In (Iod VM Ud PLATES GRIP TOLL EDD Plate GIP DOL 1.25 TC 0.73 Val nn 0.2612-13 2,999 240 Mi20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.94 Ve.y.L) -0.5012-13 .761 180 M48SHS 2441190 BELL 0.0 ' Rep Sllsss dna NO WB 1].89 HorGTL) 0.10 9 rVe Na BCDL 10.D Cotle FBC2014RPI200] Metrix-MBH Weighs:2051, FT=20% LUMBER- BRACING TOP CHORD 20 SP No.2'Excess' TOPCHORD Structured wood!sheamng Tiredly appliee or 220 oc puU11W. 3-7:2x4 SP No.ID BOT CHORD i.,If,air sud,ri pfleT or 5-5-13 oc bracing. BOT CHORD 26SP that reea .1D Mil Smode91s srequired come brial WEBS 2W SP N0,2 Us Installed dump,Illus meclicn,in accdcance WM Stablimer WEDGE Installation guldis. Let:2x4 SP Ni Right:2W SP Ni REACTIONS. gbiales) 1=1=9 90.5 8 (min.61-13),9=2817NS-8 (min.O2-14) Max Hoa 1=104(LO 24) Mex UpIM 1=-741(LC 8),9=-1334(LC 8) FORCES, (lb)-Mex CompMA Ten.-Mi boas 250(lb)or lms ept w W SWMn. TOPCHORD 1-2=2659111),2{ -28591247,3-23 37MlW7,4-2 -370W1667,4-24=47832175, 02 4==78 921)5,5272-0)8.42175,6-25=-0=832175,&2�-5331/2509, 26-2)=533125118,-27 128=IOM 2509, 5- 9553443,13,)�d1 SKC092,89=42392N5 BOT CHORD 12-1= -272833315-18=-9072234,14-1�-95D244A10l 1=-1 51 81 802A 12-13=-2359/5331,12-39=-1882/4041,29-30=188&4041,11-3R--100&4M1, 1131=-168&3504.1635=-168&358M1,410=-16093586 WEBS2-18=361!1 2-ice ,3 =- -1595,314=-7Jd1758,4-141115%1,4-13=837/1384, M. 013--282/198,6-13=-931/052.612=56&592.7-1 2=8491 n5,7-11-zz1/Gt7, 6-11=-Bsolsas,610-.m9319 MOTES 1)U Nord AS tl roof Ilve lo:13 M1ave been ommieer gust) Im Mis 01 Mph; n. 2)11;E ASCE G Vu11=18;DEA HS(di d onVer=101mp,;TCDLd,2po;ed;end ortho fl=25R;BdSR; -32R;,Lumber Cat. 11; L- T Epa.,GCp1DOL=I MWFRS(tllrectlmeil;cantilever IBR 2,M light exposed;end veTlcM kR and epM expo5e0;LMnDer OOtr150 plate grip DOL=1.80 3)Erosibleplare aam MT drainage to present water Trading. 4)Allplates ere been pulesunless o1relWee bottom ch 5)This buss las beann designed fora 10.0 psi doff 20 Mmtl live load tommncurren, as anyotherlive re Imgs. 6)'anis Wss fes bean tom cyC for a live loser membs1 m MO bottom MON in all areae wbere a rectangle 3 601a11 by 2 0-0 Wtle MI11rteeMeh mel ami Mora and any OMerms to lea ])Provide mechanical comesllon bythem 01 Huss to bearing plate capade of WMMantling 741 Ib upllU M Idnn 2,M 13341,uplift el Use So 09 B)UUse S tries Stomp- (1 HTU28(20IMback [2,r, of tor o cl Toss,Single Ply Gtreer)or equrvMent at 213-12from IM1e left and to soloed it hole e)G03(1 ply 2x6 SPI 10 back lase of bottan cM1ON. 9)FIII all nail M1OMa Ware hangarA).Is -cmMct ltdith Usual1(0,148 11)'NAHar LED'Inr omair 31otl(0.140'x3")mshe Eprod xd.efficient to NDSguentrat. 11)H6nger(s)or cho man don 277lb down shall 1 proal 2 -&Mad l0 2S.,pporto DO and 148tetl Matl(s)3=5-Ib tlonD 2,M 431 Ib . M 2588 m top cMN,and 27]Ib down antl 15416 up at 25-6&end 262 to IWwn and 1481,up at 261610 on Whom cmrtl. T}re WAMYIa Y 4✓pnpven,•1 arM READ wharfs CX]1aa AM MCLWED MREK REFER l=a IOAYA 6eEFBXE k many nk Mvxlm Yulu� l YuI,.-,d 111 alnmagbm &1 ,IM+t AWlq e41 ' dry 0,e qy#k oLWlN nl leu . . MV H .tYI - to kegll li - .itll dY4p X5111. aacaglrol. tlh1,gevenl bcktlnmo I,,Ilnmwen M/. .MN Demi wJy. Mdl ami lmmgx,nY�{� 'we1b�W Peak" ,fwop repeetlla alad111Yloµevanl oHlwIIM1lwWde mmuxuM leaY akfWW+>AY WnaYt r .m uklmce ledm.]Iq 11w {Y tMkn urso s,ovin-I.—mroodo fro M M1useaa,tl Dowe'renu eeeANlou.YM w ase"T wRaws MWP R 33510 EMBMd. mdNylrlwTlkM aM2Je rywn Imp Rale MraDe.218 N me Mmw.9AN 312.Aoxuv U VA22]14, Tanq, Ply BXwegB XareedLRell/JK Thasory55 Ype @Bi16 J12WP3P 011 Xb GINn 1 1 Job Reference o liorel 1.WNiq need,S peon,JNMIWIN,FL Xui'.80108. 282016 PNi'BO20 a lZa 2016 MnaF IMWips IBC.W W Jen 1e 11.13:Sa 2011 PBpBa 10:38beuIMAIW01eABelyMHyIiZSM11X5FSKCN2LiWpEvcbzOALMbyLtlTRKOBVOWCzuBBy NOTES 12)to the LOAD CASE(S)section,loads applled to Na lace of the truss ale noted ae hail(F)or back(B). LOADCASE(S) Stanclard 1)Dead+front Uve(balancad):Whither Increase=1.25,Plate 0 o ease=1.25 Undone Loads(pin Veit:1-3=56,3-7=-'a,]Q=5 ,17 20=-20 Concentrated Loads(to) Ved:7=2W(B)12=1150(8)11=-2]](B)26-91 27=95(B) 53(B)30=53(0)31=262(B) QWAPNWGVM/ya�tlenpv�nwlxBmEPEpa N01E5 PY 1a5FNO XICLVOEO MnEI(aEFEaIH[E CaelnBma�av'ryMletlmlw.Iruslaee>nY M.lImBBre[LLld'[rJaowrecbn.RhaNN: li 4w�elen.rnown.Pwp6u1EfeNt.on �pWFmlMfy"kot,Cry.1 hnIr.WIMM¢5d0Ia5tl6YEqFOcFwEoYlvSnEwnl.rcd �YeYy�{xBarelertad pefv. BY�FaIe IIJt�n InIU lMruvrdl lu Ivmle ow i �nln°la ani.v�Qal�l"wama�m i`F �aaa �emdod "�Il.acw MiTek' IctrBcakn alwwae.aamtimv.B.Bcnw�aanadv ohn�a.mdlB®Wnems feep2JWMlaalry emw,o6e-ev�eeev maaee=Bwo.a iB„P.,em13w. 6axFwom,aKea waa>Ieeow lBa RdBBWmna.zla X.IeB meet snB 3lzaB.mwlavA rule. .11 a 3a1b df T. T.Type Gly PIY Riversitle Homes Agrkea l JK I T1024]18] J160599P E01 Co1nown 2 1 Job Rel o mei Marl Bi ildilp Supplies, Jal¢omilla FL 8.030a Sep SS M16 MIlea lmlames.Inc. Wait Jen le 09:52:25 017 Page ID:3M MNWDIe 7YMILyR OICRIK:%4NPOiPUk6p,UWgM1OP4r9 gVHKaw9R4 4 991382 _ 1650 bS10 4&2 4.4= ewe-ta9.9 4 X :"4M 17 1 ]( Ia 8 4a n Gdl= u] it 421z 1659 4z 1z 4z¢ Plat Dftseis IXY1- 14212041311]'0.6 0.0-131 LOADING(psi) SPACING- 240 CSI. BEFL In (Mc) Met! IN PLATES GRIP TOLL 2D.0 Plate Gdp DOL 1.25 TC 0.25 Ved(LL) -0.08 8-15 >9- 240 wm 2W% TCDL ].0 Lumber DOL 1.25 BC 0.81 Vell(TL) -0.22 &15 s996 190 BOLL 0.0 ' Re,Strias 1. YES WB 0.16 Horz(TL) D.02 ] Na Na BCDL 10.0 Code FBC2G147TPI200) Manx-MSH Weight 9310 FT=2. LUMBER- BRACING TOP CHORD 2x4 SP W.2 TOPCHORD SWCWrel woorl sheathing directly applled or 64)-0oc Wdha. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid miliN dhi applied or 10.0-0a bradrg WEBS 2x4 SP Not MITak recommends that Stabilizers ad ra.W apse Omdng SLIDER lift 2x6 SP No.22-DO,Right 2x6 SP No.2240 De hleieiletl tlunrg Vuas eredlon,in epcoNence vAth St:1cMr Ini tLlafbn Deide REACTIONS, (Maebe) 1�henicai,79834)-5-8 Max Horz 1=153(LC 11) Max Uplift 1=-245(LO 12),]=245(LC 12) FORCES. (Ib)-Max CompJM Ten.-All Wr 250(IL)«lessexmpt14frenshorn. TOP CHORD 1�90(/407,3i=-]65113,4-5=-965343,6-7- J407 BOT CHORD 1�27W8],7-8=-2]0050 WEBS 48-1 TU516,58-29]/199,38=-29]/199 NOTES t)Ur bdernoed mof live Mals have bean considered for Ibis design. 2)Wird:ASCE 7-10;VUI1=130mph(33eocnd gust)V.,=-1 01 mph;TW l--C2pd;BCDI,3.0paf;h=251t;B=45ft;1=2411;eevedR,Cat. II;Elm C;Eml.,GGPI-0.10:MFRS(diandonag an,C-C Eateric,42)000 to 3-0.0,Imedor(t)1"to 42-12,Edenor(2)9-2-12 to 12-2-12 zone;cantilever left and right annexed;erd vemcal left and right agwse0;GC for members No Mmes 8 MFRS for hardens shorn;Limber D01=180 plain grip DOL-TW 3)TMs truss has been,ealgned for a 1D.0 pat bottom choM live Med roncmlcutmnt With any other live loads. 4)'TMs truss hie been designed lora live load of 20.Opai on the bottom chord in all areas More a reclalgle 3E tall by 2-0 aide Wil ig between Ne Whore chord and any other manbers. 5)Refer to glNer(s)for hues to truss oonnechpre. 6)Provite mechablcal wmeclion(by othasi of Wes to hearing plate capable of wilhstardhg 100 M uplift at joint(s)except at-lb) 1=245,7=245. A"pNx1e-Vero,C ,vwwrram uM MpQ MM ON 1X1544)0 wCLYOEe MIEx PEfFAINCE P1iEIM)4TJ m.1n0.VMIaaEMPE USE b��WMlaraewJY'^� MIIekA careclwe.aux We9rk WfedaYYrao�Rwanelers5nwm.aMklwm MNAuI IWOkq cwn[x+r�mtrol pu'Odeak Belce�,tl¢M4agtlawTex melvallY InsgryYctliNol and pia niarroap., krc 'a kttle�n Fior oveitll WOgt�l.a 1gkM:ale0kloprevml WCMMq or M3MTr]I�wehWMdwO membaSaYY.M]Ibrq lemMT'aM Pei Mire k' kvv reRledMWMYadMpera�lcdlt{Wthp�aLermx4 kP.xYwdpWadYdun[V6 Fw odartl pxY�core9a3VM ena,, ,anana]o.63M.erY.neCeve YgolMmesOdlnRsMax6 cMNM/RII i,.14, M.W64aatl BCMMtlIq CMVueM 1 Peke EMBMtl. ANw INpme9m ovtJl[tle nen Ir�IM1e kWInM.218 N.1ee9reet 9110]12 Nexn�dM.VF'RJ14. Te,FL 3x610 �ikip T11m T.Type ON Py R'Iwrsvle Hommffii U/JK • ncenl8e JIBM90P EM Gammon Saudi Gable 1 1 Job Rel.arca has,...1 M.,,Building Supplies, Jekeonedle,FL 8.030.3ep 282016 MITek IM rams Irc. Wed JBI118 W:522]201] YBge 1 ID:38b8LNMAIW010ABe7yMHyR KWYYKYOgPenWZBymUwACMOplgl_NOImIBR2 ..is 2AO SdJ &]-@ -11L1 12AJ 163 sa.8 1e5d 2-0O 3AJ pB IR DLIR l- 13148 0.D42 2-0-0 0.xg/10 Scale=l'JBb 11 p 13 1y4 8 15 144 7M FIT Sea ass88= dA� 3 5 101 18 18 WO R 1B 1 it 8125 35 38 24 37 23 38 22 3B 4) 1141 07 II ISO II &4- NAILED 3w_ IUILED 3M= NVL® LW II d] II NAILED NNLED NULED NALF0 NAILED NULED NAIU. NAILED 240 SBJ Se 4RJe 22 12-0_9 1 58 1& 200 &BJ 363 Was 200 Plate OXsaU Y 1V 280413 3&20P4-0 11: E 18:028Oi-0 20:0<-]04-13 LOADING(PQ SPACING 2-0-0 CSI. DEFL In (lac) Weft l/d PLATES GRIP TCU- 20.0 Rete Grip DOL 1.25 TC 0.82 Vedg1) 0.122223 >999 240 off 244/190 )CDL 7.0 Lumber DOL 1.25 BC 0.48 Ved(R) -0.1522-23 >999 180 BOLL 0.0 ' Rep Snow Iner NO WB 0.26 HOa(TL) 0.09 20 Ne Ne BCDL 10.0 Code FBC20147FPM7 Users-MSH WeigIN:1511b Fr=20% LUMBER- BRACING- - TOP CHORD 2x8 SP N0.1D'Excep' TOPCHORD Structure!aso].how,ng citedly applied o 3-11-2m pullies. 1-3,18-20:2x4 SP Nd2 BOTCHORD Rigid ceiling directly applied or 4-8-500heading, BOTCHORD 2x4 SP N0.4D JOINTS 1 Brace at Ads):S.10,16 WEBS 2x4SP No.2 MITek recommends that Stabllieds shot recUreecross bracing SLIDER Left 2x8 SP No.2240,Right 2x6 SP No.22-0-0 be Installed dudlg these erection,In accordance who Static. Installation Mine. REACTIONS. ficel e) 1=1186Mecbendw1,20=1186!5 Merz Hoa 1=-130(LC 23) Max Uplift 1=423(LC 8),20-923(LC 0) FORCES, (Ib)-Max.Gomp.Mlax.Tm.-All fom..250(Ib)or less except When shosm. TOP CHORD 13=-1]151422,1&20-17161Q2.>4=-2435'2024,4d---147311297,6-7=4HAIA135, 78_--954/835,&10-954/835,1612=8541035,12-14=9541835,14-16-95M335, 16-T7=-1484/1297,1)-10=24362024,4-8=1180/392,&9=-12311022,9-1 1=89408], 11-13=-994/]89,13-15-1231/1022,1597=-1180/892 BOTCHORD 1-25=-111&1428.24-25-1121/1433,232b1993do&66.2223=-1993/2454, 21-22-1118/139$2021-11"1388 WEBS 324-95711163.5-24-374/228.S23_-b165W,10-23-868re52,1&22_95]/1183, 1fi-22=-3]6228,1&23-613308,12-13=-MM459,&9-444/453,0-733289, 14-15=434/209 NOTE& 1)UMslancsd mol live loads hew been considered for the design. 2)Wind:ASCE 7-1q VJ1=130mpb(&second gust)Vicat O1mph;TCDL=,t.2psl;BCD".Op f;Ir25ft;B>5ft;L-241 eava-V;CeL II;Ely O;End.,GCpIb.18:MFRS directional);conliever left and right el¢osed;and veNlml lett and right esposed;Lumber DOL--1.60 plate grip DOL-1.60 3)PmMde adequate drainage to prevent Water placing. 4)All plates are 2x4IvIl unless o1hanew indicated. 5)The Irks has been designed for a 10.0 psi notion chord live load nonooncurrent a th end other live loads. 6)'This truss has bean designed for a live load of 20Lpd on me bottom chord In all.rasa where a mdmgle 38-o tall by 20.0 Wide sell fit common the bottom chord and any other memb.m. 7)Refer to gird.r(s)for Truss to truss connections. 8)Pmove,mechanical connectlon(by orders)of Muss to Used Ing plate cepathe of reftstanding Igo Ib uplift at to his)except gt=lb) 1=923,20=023. 9)Graphics]Will representation does not depot the sle,or Ne odmtallon of Me Pundn along the top anNo bottom chord. 10)'NAILED'Indicates 3-1 of(0.148'x0')or 292d(0.148'x3.2F)too na is per NOS guldlnes. 11)Hoger(s)Of Other connection dWAcolst seall be provided suft]dmt to support concentrated Ical 15816 darn and 1431b up of 2-0.0,and 1581b down and 1431b up at 16-5 8 on top chord. The dedgMelie tion of such connection deNce(s)Is 9be responsibility of others. 12)In Me LOAD CASE(S)sedlon,loads applied to the face Of the truss are noted as frond(F)or back(B). Q WAM'Na-asse,o ee,eavesseeh4.YEAp MORA tW 1MWOI/aLUpFOY/IXPEFEINXCE IIaf.V)IAm.IWYN I6WVaaf YHL DaWI dYY VM ec2RM C6a]dYYWonYgnl.mlkldmpdM9gldl]IV mdManl,ron (1son. boad1V,Useveehmwlvise, ¢4CLCWIYdOeava(aanetersaW prmellYbcwnwnla Xe[tle$}Ilnb Ma or&d WOFB4Tbl.as lot Mtale06bPewM WhW'QdhiNWtlbnxeD WLdtlrMmelnh iaJY.]upMaf lem M�IhmnnlMalma ek' bWq'a ley d MfldMMutlbgel¢I11ccNgae MlmyWb�JNLayatl PWemYa�mWa. rohOmndpMm�urcelepadg n'e N41MItry ddUrape.dNNay.elac4T WJ bx4go10um m]bimrWl.mtMGMVIR14MyCaIMIe,ODBd9aglCL xNTBCtmWeenl ao.,FL3391E IBN4. 1 9yMylrlmnoX OYd.tl' e0dn Lira Rale hPMa 41eN.Lee Reel.Sx@312.Ne[m]b VRRR3I G. Taves.FL 0 ob T.. Trues Type Oh Ply Hlventcde Homes MI"D I JK T1021]10e J1W599P E02 Common Stnxhiel Gable 1 1 Jab 2016 an IGe Y0MI Me1WnA BDIMmB Supplies, Jek30mI111e,FL B.D.AM7p292018MITeklMWs 0,ll . Wed Jen 1OCQWfI-N Yege2 10:38b&xIMNWgeAOeryMH_yFLW-KGJ&IyTKWBPeeuVFBrymUrcOCB3JOplA1 NOI¢ueP2 LOM CME(S) Standard 1)Dead♦Hoof Live(balanced):Lumber Iroresse=125,Plate Increase=125 Uniform Loads(pit) Veli:1-3=-54.10-20-54,2630_20,3-4-54,17-1 B-54,4-11-iM.11-1 7=-108 CanceMreled Loads(Ib) Vart 3=2(F)18=-2(F)2!=Aifl 21-8(F)23 49fl M3 B(F)35=-49(F)3 4i)(F)37=49(F)30=-49(F)3 ,Ki F]40=4B(F)41=-9(F) QWWIOa-yNAYMNee,nwM n'r4 READ NOFEe ON TMS'AND NYLYOEO ADAK NVERAAC PAMW74M m.IMWAIe ilF NAE. WaPI MYJ Iq vemN WT Mlek✓Jccnrclws RKtle9{m k LavlaYY V>M paanela2Noxn,md4(a m M9rMxf apda9 conpsxmlt rol Inmry[lem.aelae uo.Ilc IWJ�✓ddesLae�mul vellty lM1e RplcdA' hof da�j�pamrelenOM pcIXIIY MUW�OIOMOe$n p,wnovatll °ot mLLfted. gll.MculeJalo aRVa4 wouNlg olraNm.A lnmwebaM/a .MrO memeels«uY.A�IIuvJ bmc4mane Pamalanld¢Mq MiTek 1.. t IoDaw,doaabi W.aM lopes orponatof 41N Faw9fe.4y�"IgWaMdmuye.Fa OaFd Glkknca d•q Rle Nb edwayana,adtlMryaecneemflmcnpot 1wevatl Dena 31 a,ARNo No VA MI s^J YslIV O4M1i4rnitl eooav 11 Erew. adhly lnMndlm ottaklAe M1an nee Role lYaMe,RIBN.too SM1eel.9lIe31 R.NexarIM.VR'R31 S. iamae�FL 3M1a p Truro I.Type Ory PIY Rlvelsade Horam 3Lrken/JK naz471ea J1605BBP Got Heft Hip Grader 1 1 Job Referereeo Morel sperm,turdng 5uo,ri Jaksinsise,FL 3.090 sSap 282018 MITek IMUetnes.Im. WeE Jan 1608.52.622017 Paget D68b&tlMNWDIeAll MHyRZG ,ZVs001g53tl IvrypHIS_THIHgNEKOOXCmozuWI H-0 626 H-0 908 N7_ Scale 123.1 "LED 1SN I 3 4 7.00 12 3A G 2 1 12 6 13 5 A® II 1.5:4 11 ass "LED HNLED .ED 44.0 62d u-0 b3 Pia OX d IX Y)- 13'659 1 LOADING(psi) SPACNLG- 2-00 CSI. OEFL In (hoc) INe6 w PLATES GRIP TCLL 20.0 Plele Old DOL 1.25 TC 0.25 Vert(LL) 0.02 8-9 s889 240 AR20 244/190 TO 7.0 Lumbar DOL 1.25 BG 0.24 Vert(R) -0.09 6-9 s969 180 BGLL 0.0 ' Rep Slremlav NO WB 0.09 Hoa(iL) 0.01 1 Na Via BCDL 10.0 Co0a PBC20147TPI2007 wtdx-MP Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 8t4 SP Nei TOPCHORD Slmchural wood sheathing three"applied or 64 ac PUXths, BOT CHORD 21e4 SP No.2 torrent end veticais. WEBS 2114 SP No.2 BOT CHORD Rigid ceiling directly applied or 1000 oc bracing. SLIDER Left 2x4 SP 1112-0-0 MITek recommends that Stadllora e.0 requtre0 cress braeing e medalled mr,truss vection,In accordance a th SiaNli2v brandish,guide REACTIONS. (I rid.) 1=30270 S,5=16 Iftpnlcal M.Hour 1=144(LC 20) Max Uplift 1c151(LC e).5=-337(LC 5) Max G.1=902(LC 1),5--4T9(LC 25) FORCES III-Mat Comp.4faX Ten.-All fpmas 2501 or tem except when shown. TOP CHORD 1-3=-274/192 BUT CHORD 5-6111 WEBS 36=14V353,35-48M824 NOTES- 1)Wind ASCE 7-10;VUb130raph(3 second gust)Vasd-101mph;TCDL=4.2{eC BCDL=3.0psf;R25ft;B-LSft:Ir24ft;eavai Cat. II;Exp C;End.,Gi MFRS(dlredi0neft; fit.le and hi vlposed;and vertical 10 and right exposed;tLi nose DOL=180 plate gap DOL-T60 2)Provide adequate drainage to prevent wader podding. 3)This truss hon been tlesigned for a 10.0 pal beftom dlord live l0ad noncolwunent Win arty other live fears. 4)'This truss has been designed for a live lead of 200pat on the bon.Gard in aIi areas there a redsngle 33-o tell by 2-0-0par. wN m belwaero to botom chord and airy other members. 5)Refer 10 girder(s)for teas to truss corxeelf... 6)ProvMe va eaMcal connedlon(by others)of truss to having plate capable of withslendirg 151 Ib What at Joint 1 and 33716 uplift al joint 5. 7)'NAILED'Indicates 3-100IDA Wx3')or 3-12d(0.148'x9.25')toenaib per NDS guldlnes. 8)Hangers)or other connedlm 0saw(a)shag be provided sufficient to support concenlreterl loatlls I W In coven antl 1991b up at 4-4-0 ort lop chord The dmlgNseleetion of sucM1 ;otinedlon deNce(s)Is the resp irriNlity of others. 9)In the LOAD CASES)sedlon,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dmtl,Roof Live 1betance0):Lumber Increase=1.28,Plate Intiveres=1.25 Unit..Leads 1plft Van:1-1-54,3-4=-54,5-7=20 Concentrated Loads(Ib) Ven:3-23(F)6-109(F)11,54(F)12111-11l3-32(H) QNAaXNaVMIT 4agnpvnwrxe X14 XE4pXelF80.Y TX9eXaa1CLV0Ea MIlEX tEfEa1HCE PIaE1i74Arov.r44VNaBEFWiEUSE. �4h Wpquvomry MT MleeP cavhs2n.RA�DhE hxetlwiY4��Mwaelers SMrvm.aul4rwmYv]IWaul MXUYpcmmw�we�l.�wh LUOsybn.Balae ue.R¢dIYJpOwlJrur mill vaMylla q{1baNlyoltlM��Mwnrlersml RMr%'IYdowFwole IFa W'}Th Ind IM ovadl WRa EmMn B¢YgYM'.aMOYbgaraJlucL9rgolYMlAd MmweS W/w thrtlmemd.YSaey NMlk dlemGw.ryand pennueniba#q e a Wmpre7.te0b dabs', MbpeterticaN�swMhncdV9 Porrrd YJryaWpttalY Wn Ja.fd Berard p4bhce reparapM BB04hN FM BM. IWkplblalwoy.�MarY.attMh WJ du A'9 alln®eutl LruMlaru vWNWIiII YYIIY CMII;DMd9 ab BCL atlaY<4aVaaera 1yYy Mnmdah gv#lMokom rash Rale IrvaMa 21a N.lee ePea1.911e d12 Msrurih VPII311. Teirya.FL 51510 'JabTru® Truss Type Ory Ply Riversitle Homes rBekaft/JK 0&]190 J18p599P GO2 Hell Hip gander 1 1 Job Releranca poaorell ManRrg Holding Supplies, Jebomnlle,FL BA30a Sep292018MRaklnduslnea,Inc. e J1 Fagot ID:300EIMNW01eAB7yAHyR0.Amrs0ylnUS2p- Ch5WPgtUf4HIIzu 0 HA I 6-28 H-0 1-166 a]_ $Cele=133.1 3 11 N1 4 II 4 ].M 12 3A G 2 1 12 i6 3 star 11 tsof II 'Si4 "LED NAILED NAILED Lop 628 Np P8 Plat OII ets IXY>- 190-5O - I LOADING(pan SPACING- 2-0-0 CSI. DEFL In (hoc) UdeO LM PLATES GRIP TOLL 20.0 Plate Dole DOL 1.25 TO D.25 Val 0.02 68 s9B9 240 MT20 24G190 TCDL ].0 m Ubar DOL 1.25 BC D.24 VW(TL) -0.036q .899 180 BOLL he ' Rep Stress lot NO WB 0.09 Hoa(TL) 0.01 1 Na Ne BCDL 10.0 Code FBC20140TPI2007 MaMx-MP Weight:Wth FT=20% LUMBER- BRACING TOPCHORD 2x4 SP Nat TOPCHORD Structural wood sbeMMng dhedty applied or 0-0-0 Oc putllns, BOTCHORD 2x4 SP No.2 except end volcak. WEBS ffiLSP No.2 BOTCHORD Rigid ceiling tiredly applled or l Q0-0oc bracing. SLIDER Left W SP No.22-0O MITek recommends that S%Nlle and required crass bmdng be Installeddum gImeserection,In=ordance WMStabllimr I IndLlation guide REACTIONS. flat e) 1=3p2N-3-8,5-WGMechankN Mas Hoe 1=144(-C]I Max Uplift 1=151(LC 8),5-33](LC 5) Max Gray 1-302(-0 i),5=4]8(LC 25) FORCES. (to) Mex.Comp.Mlat Ten.-All pones 250(Ib)or less except wren shown. TOPCHORD 1-3-2]3492 BOT CHORD 5E-2131252 WEBS 38=-19305$35-4841324 NOTES 1)Wind:ASCE]-10;Vut-130mph(3second glHf)Vasd-101 mph TCDI�1.2psf;BCDt=3.Opaf;11=25X:BANt,-=248;a tal Cat. II;Exp C;End.,GCpN0.18;MFRS(diredioran;L Iom,left aM hgM exposed;and veM.1 left and fight exyosed;Lumber DO1r1801Nato Hop DOL=1.60 2)Pmvlde adequate drainage to prevent to,ponding. 3)TOIs two has bean designed for a 10.0 Pat boftom chord live food raneencunent WM any other live loans 4)-ThIs Muss has been resigned for a live lead of 20.Dpsf on the botmm chord In all areas Where a redangle3 -O out by 2-D-0Wde Wit fk belwaen the boltem chord and any other members. 5)Reter to girder(.)for thus.to 1.conrach... e)Ensure mea mlcal comedlon(by others)of Was to beating plate capable of Wlhalaldig 151 to uplift at loin 1 and 337 IN uplift at pint 5. 7)'NAILED'Indleame 3-106(0.140'xT)or 3-12d(0.148'x3.25')toe-nails Par NDS gudlines. e)Hangel or other connedlon device(.)shall be provided sufAclent to support calcemrated load(s)190 to down and 199 to up at 44 0 W top Mord. The deslgnIse etion of such connection dedim(s)is Me maponddlity of others. 9)M the LOAD CASE(S)section,loads applied to the lace of Me Wass are Noted as front(F)or bade(B). LOAD CME(S) Standard 1)Dyed.Fool Live(balanced):Lumber Increase=1.25,Poste Ihetoase=l 25 Udlorm Loads(pit) Vert 1-3=-54,3-0=54,5-7-20 Concentrated Leads(lb) Ven:3-23(B)6_109(8)11=-5418)12-90(8)13=-32(B) QW<MIMaVWry Mtlpr,pxenMw�mJPE4aaOTEe ON use AHO MLLWEO adaE aEFEP .VALE.1]7s-resesed BEFOMV.E. Doi vdprwum Y ,MIIeXOconr,eclaa.RLWWx�aU-`a]onlY Mer,I�am,alwbYnun.otlhlwmYdlNGid drMdry cwnW,u.'nl,ml MQ ew— P¢Ine iee.IM dtltlryl tloeusro muS verly IM opi oI uuad'Ivar,elenm]pones,I-oMopk Ra raddrr 1.Me ovoiaY bJyq tleYart e¢I,eh3lcalertk In pevenl WCNN,IMM]ne,rr. bdtl/dcMa in.-N.hMtldrl lemndW a'A rYwmdw odor; 6dwoyCrepleO MiMtllhmtl IO IXevenlcM[ge wlln Wa9da Ge,mr✓I Flay dvf popenytlanaae. Id9anaal Plbwe repad'p Mp 11Vkplkn Ydree.atlNery.aeclbn Tridareof MrffiiavJ lona eMeme reaVlY/WII WfIIy CRNb,pMd9aM aC91w1lnpCMpMeM . iopa.Mseam y4aly yymiebn av1YW pan Inmflole IMMile.2le N.lee SM1eet Sulle 312 NemMb VAR914. Tang.FL 33810 Truss True Type O, Ply RrvelaJa Homee/BrFe6/JK • rtoznf9t J10059BP GW Moral Girder 1 1 JIM RT ree wW MmN&nldrp SpplesJek9gnvlle.FL 0.030eSep202116MiTek lMudnes .I Jan 1a00u01 Ip: 663tlMNWDIMBe]yMH_ R42c5POYJ4NMsHMAr5MDUdukOJrgO 2-11d i 82d 2-1bR 33-0 scale=l za.fi 5xa 11 3 CO 12 3d i 2 1 e 1a 6 n 4 Ntum HT126 odo 11 WU26 4i4 99= 2114 62-0 2-11d 30 Pla OM OCYI- 110-0-10001 I1nL10A11 I1'Etl e0A 41 LO—_(pelf SPACING 2Oo --- C=0.71Ven(rL) DOE FL In (los) Wall LW PLATE$ GRIP TOLL 20.0 Plate Gdp DOL 125 TC ) 0.02 0.5 >959 240 MF20 2447190 TCDL 7.0 Lumber DOL 1.25 B -0.04 0.5 >999 iW BCU_ 0.0 ' Rep Sam Incr NO I WL) 0.01 4 Ne Ne BCDL 10.0 Code FBC20147tPI2007 MWepha:39 lb FT=20% LUMBER- BRACINO- TOPCHORD 2x4SPNo.2 TOPCHORD SdocWrNw shesthiWOrecltyapplletlor4-9docpuMns, BOT CHORD 2x6 SP No.2 except anti vertical. WEBS 2x4 SP No.2 BOT CHORD Right cail'd,deadly applied or 3&12 do dancing. WEDGE MTek recommends that Stablllzers and rewlredcroee bacdg Left:2xl SP No.2 de Infraretl durM doss erection,In awq wwith Stabilizer Installation abide. REACTIONS (IMIze) 1=1578IOSS4=1170Vdechenlcel Max Horz 1=190(LC 7) Max Uplift I-WILD B),4=i62(LC 5) FORCES. (lb)-Msx.Comp_Nax Ten.-All tortes 250(Ib)rless except wlxn sewn. TOPCHORD 1-2=1467/547 BOT CHORD -a-52611257,4 S=-SM1257 WEBS 2-4=-1522/628,2rx-502A 398 NOTES 1)Wird:ASCE 7-10;VWL-130mph(3-second gust)Vaed=101mph;TCDL=V.2pd;BCDL=3 OpsC R25ft;B>51t;1=24X;save=4411;Oat. IL EN9 C;End.,GCpl=0.18;MFRS(Urectriv al);cantilever left anti night axpwed;end vertical[attend right Imposed;Lumber DOI-1.60 piece grip DOL=1.80 2)TNs truss has been designed for a 10 0 Paf bottom sherd live load nonconamenl with arryoltler live loads. 3)'Thls truss has been designed for a live load of 20.0pst on the boftorn GION in all areas eiders,a rectangle 3E-0 fair by 2-00 Witte wall fit belwaan the bottom chord anti any other members. 4)Rater to girtler(a)for Huss to tones WFnecgre. 5)Provide medanlcal colnodlon(by others)of truss to bearing plate cApabie of wihstanding 580 to udift at joint 1 and 46210 uplift at joint 4. 6)Use Simpson Recoil HTU26(2&100 GINer.11 lMxi 12 Tensa,Single Ply Girder)or equivalent spaced an 2OO M max derlelg&lot 14 fore the left erd to 43-4 to connect tnae(e51 to front lace of bottom short. 7)All all nail Was sfiare hanger Is In contact with lumber. 8)In the LOAD CASE(5)sedlon,loads applied to Far lace of the truss are noted as front(F)or beck(B). LOADCASE(S) Slareed! 1)Dead a Pool Uve(balanced:Wmbor Indevase=1.25,Plate Immase=1.25 Unllonn Loads gut) Vett:1-3=-54.4E=2p Concentrated Lode,(lb) Ver.9=467(F)10=7661F111=-066(F) Q Ix4N4Ne-Wmyy bYanpvm•IxsmLRFAe NOIEY pN IM4IIa WCLUOEa IMIEe REFERaNCE IIOEN]<Am.IOPVNISaFPoREVSE pled"assex Umou'vaheaven-1-1m.lrYstlalalk�eOMYuo rn'�arolers Nxwm m]elamlMWW«hEdYV oaeWeni.rot aInray6 m.bhn0 Y9.tirohMi9daarWa m�Wally�N ftlmbrlp>tmielena'dP%>BaVlieorynolalMtleelonxYoll'¢ov%dl aNaayL ewmkwcaedkroae.®nl l.rnxe« k�mwmrwa«wemear>w.rLr.Altlwxxl wmparvrle Parnrlar4lxmaP M ek' 6Wg91MJIM brsMNmlbPewracol(xM NTd Wwdepam]kWYm]gNalY Wn� fa[enatlglWce leplJyX'e ldalcoMl Nauta.dear BIBCMnad ratiaa 1LIms0q 4YMIele4."eeMIRANI WIIY CIxMo,W6d9ax1 ea WEInYCMVmMI 9eW Pub EY BM. aWly HanlWl wtlmla tan Bwflob TMM .RIB N,tea 9ea1,sJ1e J1R IIeXONM.VR'd31 a. Tirane,{l 39910 Truss True Typo Ory Ply RvBrsNf m HoesiRikel T1024]192 Jt605QP G04 MomWbh Oirder 1 1 Jc0 Re logical Mennlrp BMldilg Supplies, JeksaMlle,FL B.OSOSSap 202016 pOn lNwmes,Ire. Wed WTFU9:52.55201] Paget 10:36a0MMNWOIeABe]yMH_yR]s4WpOnBYIwJdCRt51te3NWVN4TFUdT11mMAmsN]zuBOc 314 — _1 a Std 3 td Sul-1:2&2 ISI II 3 ].W 12 b8 G 2 1 0 5 10 4 HTUX 310 1 H Uses fiek_ Bm TU26 31d &20 31d 314 Plat gfsel5 DLYI- I1'Edu 0 1 1 'Ori-10011 11'001 DO-0I N'03003-121 LOADING(pact SPACING 200 CSI. DEFL In (roc) Vdex tb PLATES GRIP TOLL 20.0 Plafe Otlp DOL 1.25 TO 0.0 Ved(LL) 0.02 58 sM 240 kill 244/190 TCDL y.0 Lumber DOL 1.25 BC 0.85 Vad(TL) -0.w " >999 160 BOLL 0.0 ' Rep Stress Ina NO WB D.39 Horz(TL) 0.01 4 We nor BCDL 10.0 Corte FBC201<]TP120W Mavix-MP Weight:391b FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood exeatNng directly appiled or 405 oo puAhle. BOTCHORD lye SPNo.2except eN verticals. WEBS 2z4 SP No.2 BOTCHORD Rgid Calling directly applled or 7-3-8 m bracing. WEDGE MiTek recanmen lNat StaNlsome and required crow bretlrlg Loll:2x4 SP NI be installed during huero Mark function,In acrtlame x1111 S1aMltrer I wasallatlon0uide. REACTIONS. dWd;d,) L-126fVMachanicM,1=18HAD-5B Max HOR 1=190(LC 20) Nail 4--386(LC 5),1=-1G81(LC 8) FORCES. (Ib)-Max CompA4ax.Ten.-Ax bees 250(Ib)w less except abed shown. TOPCHORD 1-2=4564056 BOTCHORD 1-5=418H345,4-5=-]184345 WEBS 2-5=IrWl5T/,24=-1877/684 NOTES 1)WIN:ASCE 7-10;Vun=lWMph(3 second gust(Vmd=l Otmph;TCDI-4.2psF,00DL�.0psf;h=-25tt;B=45q L=2411;eave=4f1;Cal. 11;Exp C;End.,000 .18;MW FRS(directional);mMllever left and right exacked;and vertical lex and right exposeq Lumber O0L=1.60 plate grip DOL--1.80 2)TMs hose has been deragnad for a 10.0 psi bottom chortl live load mnomcurtant Win anyother live bads. 3)•ThIs three has been designed for a live load of 20.0def on the buxom dent In all areas where a rectangb 30O%If Itl 0 avid. will fit belwaan Ne When Chord and arryoNer membms. 4)Referto glyder(s)for truss to buss connection. 5)Provide mechanical cordis lon(by otNm)of Owe to bearing Wale capable of xlNslandirg 586 lb uplift at Joint 4 and 1001 Ib Wild at tarn 1. 6)Use Simpson Stmng-Tle HTU28(2o-tOd Ghdm,14-10cul 12 Trues,Single Ply GlydeQ or arrival at t-0-12 from the len and b connect Imss(ae)to front face of bottom stemd. T)Use Simpson SI mg-Tle HTUN(20IMOhder,11-1010 12 Trues,Single Ply GIrced m equivalent spaced at 1-24f M max. slating at 30-12 frmn the left aN to 48-4 to connect trusdea)to front face of bottom chord. 8)Fill all nail holes wfrere hanger is In contact Win lumber. 9)In Ne LOAD CASE(S)section,loads applied to the face of the Was are noted as front(F)or beck(B). LOAD CASES) Standard 1)Dead a Roof Live(balanced):Lumber Imrease=l 25,Plate Increase=1.25 Uniform Leads(Wp Vert 1-3=54,4-6=.20 Gomentrated Loads(Io) Vex:5=663(F)1=199=-1341(F)10-Isi ) Q INAMWa.w.l5en�g4. READWTESQV1XIe NCLVOE03 KREFEa]NC PAGEW74I ay.1.1seEPoPEVSE bvkWWykx—c,dy.MlekAmurscCrs is GInntykm.Belae w.nb bJkLp UaGrd mol vailh a¢gMlemMyarle9{T 4KEamelenaMMtav Wu blMdeWnlnwllvi eeadl IJxl ,aackgMMMhrogevenlWcrSgerxMlTJlnuwaUadlcrtiv'/amemr�enasY.Mltlem]@rrperaYatlFemaa'enlb Ly MRGIC h(M'VM1dbtl,tA'rYutlbpecenlcdMCd Wm Wokxa Fetxa✓y ke�YagnePemdvneea. lvr[xnertlV a' re9i�gxw rent Pok.FM all NAkaxm.vla,deaoy.Car'Nry.P%Knmlhw'kgolkr�.aglaaeNxe'niseHl/IHr 4drYmawl0.DWW Oq lCx xNnYeurpai.ra 9d.lYY/pmd.n awfYla M1am lwlgb r6M0e.RIBN Lee5hee1.9xe312.NeFmMa.VRRR314. T.npe,FL M1YIO b Tmn Thio Typo Ory PIY RWBBIda HonresdarketllJN • r1oz4711G J1605BBP J01 Ooncer Jack 4 1 Job Reference 'arel Mandril Building Supplies, Jeksomille,FL 8.030a6ep 202016 MITaklMwfies,int. W..........:55201] Pepal ID.WNNIMAWDeA 7yMH_yR254-WpOnBWwJd R451WNWVNO% gH09n SN7emOb 1-0 0 1-0 0 4cele=19.0 ]W FIT 2 Be8 II I 3 a -0o 00 PI aleMe an- noa+G aI LOADING(pap SPACING 2-00 CSI. DEFL In Qac) Weft W PIATES GRIP TCLL 20.0 Fate Grip DOL 1.25 TO aW Wei -0.00 4 >gg9 240 wN 24G190 TCDL 7.0 LMnber DOL 1.25 BC 0.03 Ved(TL) -aW 4 M 100 BOLL 0.0 ' Rep Stress Ina YES WE am F e,7L) -0.00 2 Na We BCDL 10.0 Code FBC201MPI20o7 Ma111i Wai 4 l FT 2M LUMBER- BRACJW- TOP CHORD 2x4 SP No.2 TOPCHORD 6tmdurxl caved sheathing directly a ,led al-0O oc pudins, BOT CHORD 2x4 SP W.2 except t»d vedidwe. WEBS 20 SP Nc.2 BOT CHORD Rigitl ceiling dlredlyapplledor 160-0 o,brei MiTek recommence that SlaDllizerm and realired[roes braclnp be Installed during tmse..ti.,,n accordance with 5ledllmr handled.guide REACTIONS. (Ihiohm) L31/SS8,2=Y1MMchanlcel,ipMlechanical Max Hom 4=38(1012) Max Uplift 2=27(10 12).3=-10(LC 12) Mex G.4=31(1-01),2=27(UC 17),2ti B(LC 3) FORCES. (Ib)-Malt CompA4 Ten.-Alltarces2W(lb)arlesseusplxYlensMm. NOTES 1)Wind;ASCE 7-10;Vdt=130mc41(3-second gust)Vae1=I0IMph;TCDI-4 2paC 3CDI_3.Opst,h=25X;B=45X;L--24X1 orne X:Get. II;Exp C,End.,GGpl=0.18;MFRS(directorial)and C-C Exledor(2)entre:combeharleX and right exposed;enc Medical Ion and right exposed;C-C for members and forces 8 MFRS for madlom shorn;Umber DOi-180 plate grip DOL_1.60 2)This truss has bean designed for a 100 pat DOXan chord live bad rwncwwtmnt earth arty other I'IVe loads. 3)-This truss has been designed for a live load d 20apsf on the botan Gwrd In all areas Miers a redargle 3-6-0 tall by 2-0a wide will fit coherent the bottom chord and any other members. 4)Refer to 9lnli for Wes to I.connedlons. 5)Protide mechanical covoedron(by others)of tmss to bearing plata decade of Vdthstancing 271b Plit at joint 2 and 101b WIM at joint 3. QWAPNWD VxNyWNpnpvame aUDNOTEe MIEN aEFE 09YM bBE uesm widt -uti wmw IMdrWp kt _ - i -��ai a . r a Roan t J,,Wtrbw ie t aro ry IL rimo l l v M , O ateRw - ..mil e Idfp Cogn - at Ikl qa MKpI WNtluW RimwMaq/- Aimlman[ WY AWA�Nm{— tl n✓mnlMmllp Polk bne' vial ..edR.Rbt Ma]rpollmm tlt lm cealnbVlR,r1AYlOwYIy CMwI4D9ad9WaL51 BUMne CanComml 1 ,F1 F�IBM. 9M1y 1rYpmri:I,ovdcda tan Ira Rale k�NaulE 41e N.lee SReeI.5J18 alp.NewrrM VTRI314. Tenpe.FL aeS10 Job True T.Typo Oly Ply1 Riversdia Homeuffirr e6/JK T1024]11N J1805BBP J02 Jack-Open 11 Job R61are1C6(dFunnel it Marring BUlMinp Supplies, JeM&IgYill9,FL WDIeA9ep202016MITeklrVUX dFWW Jan lBOg:52:56209Ppe1 ID30bBixIkUWDIeABe]yMHyRZa4'tZ9PeVX6x1(18Fb3BmdRbcllWBucC4wLlVOr� 2 00 ' zoo sole -1:128 2 zoo FIT are 111 pq 4 4 3 aoo od PNI onsets an-- I w-4 o-f al LOADING(part SPACING- 200 CSI. DEFL In (los) btlefl LM PLATES GRIP TCLL 200 Plate Gdp DOL 1.25 TC 0.01, Vang-L) -0.00 4 s999 240 W20 2 Hw TCDL 7.0 LMnbar DOL 1.25 BC 0.07 VeMTL) 4AO 3 >999 1B0 BOLL 0.0 ' Rep Sbass Inc, YES INS 0.00 HoodTLJ 0.00 2 Na Na BCDL 100 Code FBC201M1`12007 Meb1X4MR Weight]Ib 17=2 LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Slnwlu,el vgod she "n,,directly applied or 200 m Write, BOT CHORD 2x4 SP No.2 except and veM.N. WEBS 2x4 SP No.2 BOTCHORD Rigid calling dlredly applied or 10-0-0oc bracing. M`TBk racanm`Md iM1et SIabIllze,e and required uosa beGPg be ini taged during Truss Mectlon,In aaprdance aMN S=Il.r Iretallatund guide. REACTIONS. (IMize) 4�Bb-Se,2=4)Mlechanlwl,3=22RAechanlcal Max Had 4=82(LC 12) Max UpIIg 2= 16(LC 12),3=-e(LC 12) M.G.4_- (LC 1),2=53(-C 1]),3=35(LC 3) FORCES. (D)-Mex.CompAAex.Ten.-All tones 250 oldorlesa exoaptatiMnshovm. NOTES 1)WirdASCE]-10;VML-130mph(3 second gut)Vasd=101mph;TCDLd.2psl;BCDL�Opal;h=-25h;B=15I;L=24I;eave=1h;Cat. 11;Exp C;End.,GCpl-0.18;MFRS(directional)and C-C EVedod2)mne;ddM1 ver left and right exposed;end vediml Telt and right expantotc-C brmembers and forces 6 MWFRS for Madan.shovm;Lumber DOL-1.60 plate grip D01=1 Bo 2)Thls lmss has been designed fora 10.0 pal bottom d M INe load mnmrcuhent Wth allyother INe bade. 3)'Thls buss hes been designed tar a Ilo200pe1 on the Mlwn cfloM in all areas xfixe a redengle 3801811 by2-OOIMtle MII belwaen me bohom cM1nM aid an a1lyothMer member .4) 4)Refe,erl0 gledhanifor rtneow totrue ethers)of s. truss 5)Ping 3tl mechanical cemedion(by others)of Huss m bearing plate cepeble of xitlalantling 461b uPlh atjoint 2 end B It uplift m Mind 3. QWIMIMi.VN'IIyJ�PeP/six�area+C FEIa NOTEa OH TMa1Mg NCtIgEa MIEN PEfEFINCE PN4EMe]QJ,n.iMV90le BEEOFE as E. ��' W9.BivWlru ueaYV'.db I .eIon"Ancanawclws.RK W9ry{ProFbmxedaNYy apxanielen FeWrvmm,rnlkwla ro wN M[nWMcepc.Ird.rolwroi l ..dndd� M4Tek e Wga�aryNPlbtl7FYlYwdbpevaecdltTAe wrT�#s@'v.+✓JtV.TYm]pCpINdTW.rc`9 MtlpNkx�Cele9Wrl'p xie .O<Pa,ke EM BM4. HHxIbLSlaWe.dalNery.efeC/Madlxu]gole�msi Maur MrelnS feMMbMI W11YaMai pL.OeOq KLNMn9 CarymWe . ienVa FL ai10 kxNylnlumokw�mUklNe ran lna MleMMe.218 N.lee aaeel.SUIba12.Ne[Jb.VATl l4. „bp = Tmu Trow Type Ory Ply R'wersole HomeslHiAetl]JK r T102Q146 J1fi0580P im Jack Parbal GIOW 2 1 _ Job ID:36peItlMNWDMABe]yMHl_ o bnel Manning Bul41rg 6upplea, JeksomilB,FL B.IXiDSS220larelldr MuN ,Ic. 6A:5 :562617Fege yR4iZPavX4HCF3ftulRWMN4wL1VOZOb 1x0 2-810 1410 ' Suit. 1:126 2 4.8512 NON ED 5 w II gypl 1 8 3 NAILED 4 Asa 2.13 LOADING(paU SPACING 2-0-0 CM. DEFL In (lac) UnfairW PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.11 Ved(11) -0.00 3d >999 240 Ni 24 190 TCDL 70 Umber DOL 1.25 BC 0.06 Ved(IL) AM 34 >999 180 BOLL 0.0 ' Rep Strew that NO WB 0.00 Horx(TL) -0.0D 2 We We BODIL 10.0 Cie FBC2014 PI2007 Mmd-MR Weight:a lb FT=20% LUMBER- BRACING- TOPCHORD 20d 6P No.2 - TOPCHORD Sbudurxl woad sheathing directly applied or 2-93 oc puffins, BOT CHORD 204 SP No.2 except and Vediwle WEBS 204 SP No.2 BOTCHORD Rigid ceiling dimly applied w 10.00 w bredng. WTek racommeos that 51abIloera and handrail cases bracing M Installed dunng Imss erection,m aaONancewilh SteMllzer InaMllatian suitle. REACTIONS. Vlax e) 4 l(LO 8)2�.4MedlaMcal,3=31Mkwllanical Mar Hpa Opal 4=20(W B) Mer Uplift 4=20(LC8),2=-51(01e), (ILC e) Maxrey L-95 G. 1),2=65g.0 1),3=18(01 3) FORCES. (to)-Malt Comp.MteO.Ten.-AM tortes 250(M)or less except ween shsvm. NOTE6 1)WIM;ASCE)-10;VAk130mph(ace ghat)Ve 101mph;TGD".2paf;BCD",Dpsl;h¢Sft;B7 5ft;0_2411;save-dtl;Cal. II;E,C;End.,GCpb0.18;MFRS(drectloral);cantilever left and fight exposed;and ventical len and right exposed;Lumber 301--1,6C)plete grip DOIU1.60 2)The truss has been designed lora 10.0 pat Wftml cord live load Iomonwhent MMt any ogler live loads. 3)-This Muss hes been deagned for a It.IoM.120.Opal on Ne WU.chohl In all areas where a redan p.35 O ban by 2-0 ankle w1II Vt between the Wft.cord and arty other members. 4)Eager to girder(s)for truss to those conrmconU. 5)Paoade mechanlcal connection(by others)of Ines,to bawling plate capable of wftWtahchg 20Ib uplift at joint 4,51 It,Uplift at jdnt 2 ant B Ib uplift at joint 3. 6)'NAILED'Indicates 3l W(0.148'X8)or 2-12d(0.146'03.25')toe-nails per NOS guichnes. ])In to LOAD CASE(S)sedron,loads applied to the lace of Mie those era noted as front(F)or Dada(B). LOAD CASE(S) Standard 1)Dead.Roof Uva Moho nced):Wmber IncreesB=1.25,Plate Irwreafe=l 25 Uniform Loads(do Ven:i-2=54,3d_---20 Concentrated Loads IM) Ven:6=-1(F) WUN has M'a WLLWEn ENIENREFEMNCE VPLEMT]IAm.IpeYJ01f BEFORE USE. W101wu[e My with MIIeM9cwmdo¢MZOosg,zlrrsetl W y uF^n(SRanalax9wzm o✓JIz loi m MdM1NwI dNddp wmlxrnnl.w tom sy5lan Belle us.a,e..'ash Jededu.1¢1.11.ryy4d�rlrydJeBa,(nndneO. goryxlV acu cs.ttYt Jahn Flo lMoveddi b.Mre od4pn.a,- i M3caletlkw do...w Imsweb adl«e..—U—. Rdd4a✓J Innl+d.Y mJ nadmwnl l aU eaww+deyn«lar:lmBrrsdJm I.eemealme who no.RLaepeiwa y.yma l.wenr J�we. rorpar,eda ww�o�assw nk IaLYOMd.NcdoA hea'dY.edeclbn m]MacIMOlMmerOq M1Y95Memi.res/JI61/IRIGW C1M4paad9aq K:L W&lr,9Conwadwnl ade EeY B1A. selef YYmmpllm avdctle Dan Inm LMR ptllMe.RIaN Lee Saeed.Slle]12 NB[.]4 VAY1a14. Tairye,R.9610 b Trues This Type O0; If Riverade Homes/Bldeft/JK • ndzmtee J1805pp I J04 Jack Pedal Giller 2 1 JOE Relererea o tionM Manning Buildup Suppliec. Jaheornille,FL B.Dle S 7yMH2 8MSB lMWrE lEO Wed Jena08:52:572017 Page. ID:36EBHIMAW OIeABe]ytAHyRZs45B]%cCr9rESBEOAGhUP_opsilVALi(NM1FZR?.90e 41263 0 r 1410 ~ F1-10 <.85 12 N0fihD 5 39 II rr 6 3 IUILFD 4 2L3 2-513 LOADING(psf) SPACING 2-0 C81. DEFL. In (lac) Ike, w PLATES GIMP TCU. 20.0 Pleel Gdp DOL 1.25 TC 0.00 Verl -0.00 " >POB 240 MT20 iePlmw TOOL 7.0 Wnber DOL 1.25 BC 0.0] Verl(D-) -0.00 34 appB 100 BCLL 0.0 ' Rep StreesIicr NO WB 0.00 Horz(FL) -O,w 2 Am we BCDL 10.0 Code FBC2014?PI200T Me MR WeIgM1b 81b FT=20d LUMBER- BRACB TOPCHORD 2x4 SP No.2 TOPCHORD Stmc1u21 wood sheathing drec8y applled or 2-S3 oc pudine. BOTCHORD 2x4 SP No.2 except and adicals. WEBS 2x4 SP No.2 BOT CHORD R i ceiling dimity applied or 100.0¢belong. hi recwnmends that Stablllzereand required cross Gating Ee ina.alled daft,truss addition,In accordance sent Stabilizer Irstof f.auido REACTIONS. (Andes) 4AS(3A)7-0,2=5&MacM1enticel,3=28IMechanlcxl Mex Harz 4=57(LC 8) Max uplift 4=-17(LO 8),2=47(LC 8),3 10(LC 8) Mex G.4=8811),2=58(LG 1),3A4(11.0 3) FORCES. (lb)-Max Comp.IMax.Tied.-All forces:E0(lb)orients exceplxfiensimert. NOTE& 1)WiW:ASCE 7-16 VulLI 0mph(3...O goat)Vaed=101mph;TCDLd.2psl;BGDL�Op f;125n;B=s5M;L-24X;eave=4B;Cat. ll;Exp Q Enc1.,GCpi�19;MW FRS(dlreoio ):cantilever lett all dghtelyosed:end wllc ll lot and fight ev.p ,L ber 001--1.80 plate grip DO1=1.80 2)This truce has Seen designed for a 10.0 of tannin chord live load nonwncurrent Win any other live Inside. 3)-This truss has been dealged for a live load of 20.0,d on the Whom died In of areas vfiers a rectangle 360 Oil by 2-00 Ude Wil fit Cowered Me Doftom chord and arty What members. 4)Refer to proem)for truss to truss corrections. 5)Provide mecbanicel connection(by Others)of tines to bearing plate capable of wffoAandirg 17 to uplift at jolts 4,47 lb UPIM at joint 2 and 10 lb uplift at joint 3. 8)"NAILED'Indcatm 3-1 Oft!M.148'A')Or 2-12d(0.148'x3.25')toe mi is per NOS guldllnes. 7)In the LOAD CASE(S)section,loatls applied to the face of to Inas are noted as front(F)or back)B). LOADCASE(S) Standard 1)Dead a Root Live(balanced):Lumber dcmaee=1.25,Plate Iwroardi1 25 uniform Loads(pit) Veil:1-2=34,8-4=-20 Concentrate!Loads(id Vert 8=1(B) o WIMMa-Y.Mx4Ner�px�,NlNaentlaEIn N0]ES ON!M6PNeWctYOEa MIIENaEFEPINCE NGENY]4TJ m.100.YlOIEaENREUSE. �1 N1tl rawuuaYs'�lm MneXmconr,e_Yoo.ne:deWn eGzeW W v uqm Wrm,enas Lumn rolls lu u,Mglutlul Walrq comr*">•rm.col mOSYSlern Be1we Y.w.tt¢dYrstlr NeW�.indN lrearplcdNtiYolsmspn WYmelers den. Mh<^Veme XMdesF]n Tno rremrertll hvj ,Made Hwlr9MkMe04Mgevenlh LIMMIrNAtlW my%s TLwcMxdmem[ersaJY.NJIM✓d lemp%rT'mdFerrria¢nIdNCYV k• adwoya repledMilYanywJ to pevenlcdlape Hm Wd'.Ie�mdeH.Y UN V^YeM WngR' ra ONrerd P4eanoemaaaxame aW PuluEW did. xb,ncmwn dor�3e.aarrem.ee�xon a,a lxwneolmBe:and lm.wderr�.eeeand/mn aealY<HNhgskaamd xM e.earPd.ae.rr.nn Syny yygnitlAi-r 4K11Le xan lr�FMe R¢ImAe.2ran.tea sncet sYle Slz.ae[an91¢vN ZYlla. I...FL.1. Tose Thas Type Ory Ply Riverside Homes iBInMM l JK 024]1B] IJ16O56BP• J05 Comer Jack 12 1 Job Reti encs o 0oml Meeting Builtlllg buDDlies, Jakeornrilb,FL 6DleAe7yMH9 f6MTeklndustieaV SFBw N24rB:52:502017Page1 ID:36081NMNWDIeABe]yMH_yRZs4�x0bvgVwncTaOeYISFBwDVIg2q�46eDOL_W_RwB0Z 00 �pR) ]OJ 12 SGIe=1'.8.0 R 3.e 11 1 Y d s 4 +o-0 Date onaef an- I o-u o-let L0MN0(Par SPACING- 240 CSI. DEFL In (lac) lush Uri PLATES GIN TCLL Me Plata Grip DOL 1.25 TO 0.03 WM(D-) -oeO 4 >999 240 W. 244/190 TCDL TO LMnber DOL 1.25 BC 0.03 Vad(TL) -0.M 4 0999 1BO BOLL 0.0 ' Rep Stress ha VES WB One HOa(TL) 4).00 2 Ne Na BODL 10.0 Code FBC201U71,12007 MaMx-MR Weight 416 FT=20% LUMBER- BRACING- TOPCHORD 2W SP No.2 TOPCHORD Structural seed sheatOeg drectly Sol or 140 m pualrls, BOT CHORD 2e4 SP Not except and M.N.ve WEBS N4 SP NO.2 BOT CHORD Rigid tailing direGly applied or In"Oc bracing. MITek recommends Mat Stablli ens and required crone braclrg be Installed drdllg lass erection,in accoMance nth Steblllzar Installation ouMe REACTIONS. OISSIe) a=31N5A,2=21/MecOanlcal,3=BrMecbaniral Max Hoa 4�(LC 12) Max UDII0 2=2](LC 12),3=10(LC 12) Max Gmv 4-31(LO 1),2=2](LC 17),3=1 SILO 3) FORCES. (Ib) Max.Comp.Mlax.Telt-All forest,250(lb)or less except canon shown. NOTES 1)WIM:ASCE]10;V01=1 station(3-ueooM gust)VMd=10lmph;TCOL�2Faf;BCOIa3.Opst;h=250:8=450:1=24M1;save-_4X;Cat. II;Exp C;Encl.,GCpi=0.16;MFRS(directional)and"Eaenor(2)zone;can4lever le0 and right exposed;and Vertical tell and right Mucared;C-O for members and forces&MFRS for reactions show;Umber DOL=1.60 plate gap DOL--160 2)Tire truss has been designed Iota 10.0 pet term chond Ithee batl nonceneoun it with airy other INe loads. 3)'This trusts bee been resigned for a Ilse IMtl of 20opsf on the bptom cndrd In all areas water a rectangle 3 hall by 2-00 wide V411 flu belween the Mtom citord and airy other members. 4)Refer to girders)for Imes to Vuse connWbns. 5)Pm da mechanlMI wmedion(by others)of taus to bearing plate capal of withstanding 2716 uplift at joint 2 end 10 lb uplift at pint 3. QWAnNweVMly GYenpsre,alxs nnORGONOIES QY 1r64aa MCLWEe MREx 6EFBMMCE P4aE W]4Am.IOAt NrSaEFOPEUSE Idl wnP.wa It,na.,alr calm NIIAL*e��w,�:w,..11eraJmel> rmrw..�Ix.aa�leaahorh.arha slot�.�n.awu�r twaw oomr.,,..n.hwl aa�oro Delon�.Ihe Wdrpdajpw�mal Valli toq{ialtres o1�4R�paan menu— enu gcpehlr hcwPm0Ownsery nd tt¢ove�tt Wog la ndk,alea IN to LucFlro�lYVA4Mxl lnnwebm[I/w crane mehMrersaYv wtlTbM bmMuratl rnanrhmaadacny] elIT@K .ono,,ar rt,SktYly St bpevMi[WyevAthlwdLla Fawwl YYW atlggadY Wn[@e.hN Ba�aJ 9hM3>te' �eaaaxr ala MbWMtalc SoneromcM�atl IMTKA,218 N.1GMOhmMImK�,a anoM+CA MRRwp.DMdeaM eGL auNgCu�Pa.Ma T,FIelt a Eat BMtl. fdYreemMpn axlMetom inn FMINP[XMe.'L1BN.Iea SPae1.911e SIR.Nann,dM.VP21311. ienpefL 3610 E Truss Tess Typo Oty Ply Riverside Homes rEidaft/JK T102471011 118058BP JOB CarerJazk 3 1 JOU Pefererce o Monet Naming Bullring SlgPlbe, Jelwdwille,FL B.IX10s Sep 202018 MITeklntlustria,Irc. Wb Jen 1809.5230201] Pe9e1 Ip:36UebIMNW01aA0e]yMH�PZebwObvgYwrcYWEYISFBwDW0i0XpT48eDal_W P�pOZ 3.0 0 .0 0 Eine a 115] 2 7.0) 12 as II S 1 3 4 aao 300 Plate onaeMa art- Iraq-4o-1-el LOAgNO SPACING 2-00 C&. TDBFl- In (roc) Vdefl Ib P-TEB ONN'TCLL 20.0 %de Grip DOL 1.25 TC 0.15V (LL) 0.01 34 x999 240 MI20 244/190 TCDL ].0 Lumber OOL 1.25 BC 0.13Ved(TL) -0.01 3i >999150BCLL 0.0 ' Rep Stress Incr VEB WB 000Fbrz(IL) 0.01 2 No Ne BCDL 10.0 Code FBC2014 P12007 Matrix MR Weight 10lb F7=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD SWdurel wood shMINrg droody applied or 3 oc pu0lrle, BOTCHORD 2x4 SP No.2 except and vericals. WEBS 2x4S,P NO.2 BOTCHORD Rlgld ceiling directly applied or l 0-0 to arming. MIT&recommends that Slabblays and requlW cross bredng be Installed during truss erection,in acooNance MVI SrsaillEer Installation eu'de RELICTIONS. (fluslza) 4=1IX1NSE.2=]OlMechenlcN,3=33rMtthanicel Malt Hors 4=85(LC 12) Max Uplift 4=-2(LC 12),2=05(L(C 12),2-](LC 12) Max Grav 4=103g-C 1),2 M(LC 17),3=53(1-C 3) FORCES. (N)-Maxi Comp./Max Ten. All tortes 250(Ib)or less except Man shown. NOTES 1)Wind ASCE 7-10;Vu16130mph(3-second gust)Vai 01 mptl;TCD1a4 part BCDL=3.Ops1;hI B�15n;1--241ft;eaveAn;Cat. Ii;Ew C;Emi.,GCp1-0.18;MFRS(directionaft end C-C ENMor(2)7ane1 cantilever len azM right exposed;and vel4cal left arm - right expoo d;C-C for members and forces 8 MFRS for reactions shown;Lumber DOL=1.80 plata grip 001--tan 2)This truss has been deigned for a 10.0 Fist mum chord live bad norconwnent with any Other IIVe loads. 3)-Trus trues has been designed for a live bad of 20.0pa1 on Me bottom chard In all areas where a rectangle 36O tab by 2-00 wMe Wit fit between the bonen chord and arty other members. 4)Ral to Mr-cron Tor truss 10 tNsa connection. 5)Forms mechanical connection My olbere)of Mess to bearing plate recede of wnhstaMOg 211,uplift at pint 4,65 lb uplift at jOIN 2 NM]Ib uplift at joint 3. onfi VM/y6�'pnpmmrn mOaEdO HOTEmpI TWdNO M'CLUOEO MIIEx REFKdMCE IdOELF)r)]rer.IpgVA156EFOXEYEE CeBT W-eiltlla La dfyxT MIekR`wmvmbrs.RG�tOaaYCMY We'�pvanele¢9urvm.aM laloi m IidIJMA ruMlrg cemrwx'enl,rqt M1rmadoweslae m.IM WNlpde>brermW veIIN IM1e W%xlc[tllN oldmlgrPwmwlelsaNPacenYM1lrolWralB OwM�hlo Me overt bydlp ce+Un aaGgMKKOhtl Nlo Pevenl[ucd4gol Yxtabdlllmweb ml/acMrOmsrbviaYy.MAIbrW Ianpw.ryaMMlmrewnl daG�p 6 W.'awreRwed bskMNaM bPe�enlcMSmwtlh WslYe IbxV rY0tl PCWlYdun�.rw9ad ptlmce npadlp xw ryL[a1p151po}.tlelupry.6lKlknaMdaip dM1uaw 0tlln6:15@nlE szbWu/RII OIdh nIIMN.bHd9 uMeGIMMgCmIpOMlr eW4FW FY1aM. yMYllxpnrdlpn avt#MM1an trim RCKMMIe.R19 N.1�SM1ao1.9118 JI2.Nmwx1MN1R2i14. Telrys.FL 93610 e fli6 rltle yp9 Y ...11—...IA i1ceO1N JIBrbOGP b/ nollMJsk d Job Rsseeeffpexsrapprce a banal Mnn4]eeMvp ffpapae,Jakwrv44,F1 o»a=,.11.ar I. 3s%Gm5Uhtl M4011.'a2oti Pam ID:36beNIMNWMeABe]yMH� q I My Oyq N9AV sou 6s0 Seale luno 2 ZF�1-2 Ll am II 3 s09 sox PI ofNM t n- n9-1-o o-1- I I - o-f 9t rso9-0o-t-tzt LOADING(pal) SPACING- 2-0.0 CSI. DER. In (roc) Well W PRATES GRIP TCLL 20.0 Rete"rip DOL 1.25 TG 0.38 Vert(LL) 0.09 34 x888 290 MT20 24U190 TCDL ].0 LMnbx DOL 1.25 BC 0.. Valt(TL) -0.0] 34 >780 160 BOLL 0.0 ' Rep a.lncr VES WB 0.00 Hoa(R-) 0.04 2 Na We BCDL 10.0 Coea FBC2014RPI200] Wall MR WelgMa]b FT=20% LUMBER- BRACINO- TOPCHORD 21W SP No.2 TOPCHORD Stmduralx sM1 MNndlmctiyapplledor860xpuWm, Woolat BOT CHORD 2a SP No.2 and venoale. WEBS 2"SP No.2 BOT CHORD Rigid telling dupoth.pplied or 10-0-0 oc braiding. M'1Tek recommerbe that Sunni aM mquimd doss bmdllg W n sur led Our,Muss erection,in aaortlance WM StaNlear Installation oulde REACTIONS. (INsl2e) 4=1]2PoS8 (min.0.1-8),2=119Mkchankal,3=5fl�MecM1eniwl Max Hoa 4=133(LC 12) Max Uplift 4—MLC 12),2=1O(LC 12),3_-.3ILC 12) Max Gm 4-t A(LC 1),2=131(-C 1]),3_-90ILC 3) FORCES. (10j-Mex.CompsMax.Ten.-All foxes 250(Ibj ar lase except Wren slloxn. NOTES 1)Wind ASCE 710;VO1t-130mpb(S.secorld gust)Vaal=101mVh;TCD1 1.2y1;BCDL=3 Opel.82511;B=45f1;1r24fl:eeva=9X;Cat. II;Exp C;End.,GOIN9.16;MFRS(dire turnal)arA C-C Exanfor(2)(1-1-12 b 31-12,InBrigD)31-12 to 4-1142aw cantilever heft and right elgwsetl;end vedleal left and right egwsed;C-C for members and hones A MFRS for reactlons stain:Wmber DOL=180 plate grip DOL=1.60 2)The Imes Ilan been resigned la a 10.0 pat bottom dmrtl live load nonconconenl MR,any other live loads. 3)'This truss has been designed for a Rive bad of 20.0pat an the bottom Man In all areas Mere a rectangle 3-89 tell by 2-0-0 Well MII til beNreen the boftom chore and any other members. 4)Reser to gliders)for truss to thea caonecftons. 5)Promoli machanical connection(by olhem)or there to bearing plate tenable of M nstanding 16 In uplift at John 4.1041b WHO at Joint 2 and 310 uplift at Ionil 3, LOADCASE(S) Standard! ,11-- YW2nynmxuvaiC FEIY XOIEe ON 11Ne IMe N'CLYOEa MIEx aEFFNRNCE P<aENF)IAnr.IOPYNI6 BFionEYSE in. peygn Wtolw—on,Win MlakAmunclw.c aR tl iiau Ishaetl wJY uqm gionelurs Liiowi.wd a un M11NYk GiQlq cornpawnl.ml I—rySlwn.Balwe rce.Rn WgM{eeiN—mut valN lMixFi IN.11 deYan par al—uN WpwlY NewW ale lMtle4an NlulMovctll dLJrtl�NqL a¢Egkgkaletlalu Pevenl[ucMr9 nikgWW badlwclxrd memCorswYV. AWIWMbmMT'W CxmaimlGxM MiTek' 6 dwvNreTYetl biPitlMNaM bgavwecdkpewlhpoWie pwrwrd EyxymugweMdvnaea. Wari Frdi Ina 11'41`111110V BMtl. kbrWMl ip),oW.�Wely.NBCIKn and uhor nmsUW 1.M.LeM40MM.DM�NeeM W N9l Qui1ill 4xnp eoraponnl ierrye 36,111910 SdYylrlpmolbn avtMAe M1wn 1n611ah Ys1Me.RIa N.Iea5hee1.911e]12 NaitldM.VRP[d14. 1 • Jleose¢P rcRlBlw/J1K nou Ir __7_7' fees. 40 Wmmp aWpxp^WpJMs.JaFswMIk.FL sgea2merNlWlntlulnas lrc WM.M 1811:15 Y1201)PBpt 10:38b3kIMPiWDIaAE MHyRZe0.FiI-Mra ShLIVIJ0LNS48MjUTVoryl2aSZdgvzn@SZ 200 I limb�1:12) 2 0012 3B 111 4 3 240 2 00 R Oft Me1XVF 11104-8.0-1-81 LOAGING 11 SPACING- 2-00 CBI. DI In (Ion) Vdafi I/O PLATES GRIP TOLL 20.0 Plate Gip DOL 125 TO 0.07 Ved(LL) -0.OD 4 a11Bp 240 won 244190 TCDL 7.0 lunoer DOL 125 Sc 0.0) Vad(1L) -0.00 9i .999 180 SCLL 0.0 ' Rep Simss lrcr VES WB 0.00 Horz(TL) 0.00 2 Na Na BCDL 10.0 Cotle FBG201MP1200) Mets ,4111 Weight:7 to FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD SimcWrel about sheathing alreeby applied or 2-0-0 oc parins, except BOT CHORD 2x4 SP No.2 and verticals. WEBS 2x4 SP N0.2 BOT CHORD Rigid telling directly applied or 100O m bracing. MiTek recommentle the151abilizers and, lredcroeab Ong ban_ during trues election,m accordance althStabilizer hated pa Ida. REACTIONS, gle size) 4=80Po-s8 lmin.aLA),�echarrcal,2=4)Mloohanical Max Hou 4=82(LC 12) Max Uplift 3 43(LC 12),2=-08(LC 12) Max Gmv 4=88(LC 1),3=35(LC 3),233(LC 17) FORCE& (Ib)-Max.ComplMax.Ten.-All harm,250(1b)vim except amax shoNn. NOTES 1)WIM.ASCE 7-10;Wt=13pnPh(3s nd gust)Vaal=101mph;TCDL>.2p.1;B(3Db3 opsL h=25ft;B4SU;b24ft;eave7lX;Cat. 11;Exp C;End.,GCp=0.18;MFRS mireemonsin and CL Exlenorl2)zone;cava ever left and right exposed;eM vertical left and right ex mainC C for members and forms S MW FRS for reactions ahoan;Lumber DOL1.80 plate gnp DOL=1.80 2)This truss leas been designed fora 100 pad botlom chord live lead nonmmurtont W1th arty other live Inds. 3)'This tuts txfs been designed for a Ilve lead of 20 opsf on the bottom thprd in as areae Where a reexingle 380 tall by 2-0-0 LWde will fit batveen Ute bottom chord and"other members. 4)Refer to glider(.)for imm to truss mmlmtlms. 5)Provide mechanital mumadim(by others)of truss to hoeing plate capable of Mthatending 8 to upllll at Joni 3 and 48III uplift at joint 2. LOAD CASE(S) Student Q WA.-Ye4aaa,,, mmnnin+CaFJO NOTE.ON.xXOWCLUOEO M'IEK aEiFa .es..e ML]4iJ—/64VNnx a.s.. IELLT.....Y YMMleMcwuvcMs.Rhtle9(s1k WeduNY�w�Wrcaelers Cwwn.rn1ktwm M1IIN]M hafiMy comWlwnt.ml nW gSlpn.se.use.theweuledrcprelmut vwlN mienYtibtliIWareiertpq In,Ycuw .Tkm9;In me I—'s bo rigrlw3T,aut]g MkMMkrowoveM WCYig of eRVI@xl Lluweo W/a ciclamembasaYv. ..om.aq Fel ...acrx, kdwaya lapsed lw wulN�ldrowe�meaxa+ewmeo.rmwlwwlMrv�dl>,wenvavnaae.rr,rpalela auveereware ne M•k01bnadson ovoSo'aff,wn nor ImeInsorm.vur N.— MmiMasrtzaVWMx VAMGM4aYdevp N9mW1Y0anVe1wn1 Ta F.sale ]yBN k4glnmllul Wytlefian lnmlMle YYAMe.41aN Lae51rea1.9JbdIR.Nvat]M VA Y1314. )•rrye,FL 33910 Jpbv Trues T.Type Oy Ph Rlesside Home¢rBiroij e T1024)2111 Job J180599P J[0 JecMOPen 2 1 9t?Re5 mandsW-d'(g�onM Mvmirg Bulling Supplies, JeMomllle,FL e.0eASa7y 282018 MiTek lrgiaNes,bn.4di An 18 00:53:00017Psge l 1O3861NtlMNW DIeABeryMHyRLs4-smpgEEy100gM5svgNct¢RnKIVUEY04W GRtl2KruBO% 41 64-0 Sour, 1:18s 2 ).O1-FIT 5 o_ ^ s.e 11 I 3 4 44-0 4.4.0 Plate Others DCVI- f 'Oi 0-181 LOABING(ysp SPACR46- 2-0O Cel. OEFL In (lac) lMefl Lb PIATEe GRIP TCLL 20.0 Pleie Gdp DOL 1.25 TC 0.28 Ved(LL) O.d2 36 >999 240 MF20 244190 TCDL T. Lumber DOL 1.25 BG 0.24 Vad(R) 0.00 3i >999 180 BCLL 0.0 ' Hep Stress ingr YES WB 0.00 Horz(R) D02 2 Na we 'CCL 10.0 Cotle FBC2014,TP12007 Metrix-MR Will 1510 FT=2M LUMBER- BRACINO- TOPCHORD BN SP No.2 TOPCHORD Slrudural wood shool1ng directly serum or 4+cx auditors, BOT CHORD 2x4 SP No.2 except and varlicala WEBS 2x4 BE No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0%bradng. MiTek recommends that Stabilizers and req: aoea Medrg DB Installed during(mss erection,In aaordanca MM Slabillmr Ine then.wide. REACTIONS. (Iblaize) 4=153N38,2=1031M11addlarwricN,3=50/MacM1enical Max Hoa 4=11](LC 12) Max Uplift 4=-11(LC 12).2=91(ILC 12),3=7(LC 12) Max Gray 4=I WILD 1),2=1 MILD 1)),3=)8(LC 3) FORCES (Ib)-Max.Comp.RAax.Ten.-All bmaz 250(Ib)orlaes except wM1en shown. NOTES 1)WM:ASCE]40;Vulf=130mph(3-wand gust)Vazd_-101mph;TCDW.2Mf;BCD L=3.oge[h=25X;B=45X;L=24X;eave=4R,Cat. II;EVC;End.,GGpl=0.18;MFRS(dimc4orel)all C-C Exle0or(2)01-1210 31-12,Imelior(1)31-12 to 0.3 I zone;canmever lett arM plate gdpd;end ve0ical IeX antl dgM1l el¢omd;C-C Im members arq lomaz 6 MWFRS br reactions atrown;Lumber OOV truss pate grip DOL-1b0 2)-This as has n designed a 10.0 pstdof 20 nefa live bed noommumn warama Win re any other re bade. 3)'TMs truss flea beanttim m tl for and load,inern pal an the bDXan droll In all areas M4cere a ledalMle 380 fell by 2-D-0 wWe w111 fit between girmus)f bottom copra and any other members. 4)RNer to gtrdeRe)fortruss to (b wheat of truss 5)Protide medlat Joh wnnadion(by Wheat of Imss to bearing date capable of withstanding 11 ID uplift at joint 4,91 Ib uplift at loin(2 and]ID upIIX al Idnt 3. QWANWIp-VwYy 9elpnpnemwve x,4aE.4p NOTEa Qy1M5xHn wCLYOEO IMEx aEFEa4NLEiA6EMLL]ITJ rrv.109YMI5aEFWIf USE �� neer VtlMMueaYV�4 MIekW muxrclws.lM mum k baeJayYulnn rxnanmlurs Swwn.anJ obi m MIM9 xy 1r 1'sno cmrrwrent.rwl aerswaMa aebmue.Ilu M4Nrgtlagsmulve4ry lM1e WibrIDEN oftletlggvanelersrM ryoW,t1-h'r+rNrule eMtle4gn bio lire owrtll 4aM awy,.aw�-.a lMcmea k m we��arl>,aanq or mww I—w�,ar,d/a 1.mama+R oar naanrnu len,Por«y ma r�mor�rx e.uhr,a MiTeK am 'mused a sminymawn'—,allmre wllM1Pomael blr.1waw gamma.r+a ganard r'w -re niv tt. ryMtllq„alpp�.dzlawy.er-.aq undw hu¢amtl MmrySlenn feMXWM10ibN CalwFr.per.vq CL Wl6q companW 6B0<FerMe Een Bhtl. XMy Ir4pmoeen w3Yie M1pn Ina Pa@hMNe.PIB N.leo Street.9tle JIR.New,txkt VARR]14 Tertpe.FL 3]eta • rW8 yPB y Ra sHmav ffiirrr/JK TI@•]ROP JIeW80P JIO .e Openf Job Refererca 0 pone) Ahminp aaMOq& w,ia,ekMMM.R 11 a03n aseo X(WSTOPIWWBVq•.-W Wr Jm 1011:15 U'POP PeyI IDebelxlMAiWgeABe]yMHyRZwFNYSKbxIOrsCJgreWl3pIPBOT%HVYtF SZPM1SOxuBSF 820 &28 Rule=1'.25.p 2 ZFI-2. 4 3 4RT II bRa 82a PMle Ousels(XYI- 1 ' -00 -12114'0-0061-121 LOADING(poi) SPACING 2-00 CSL DER. inace) Ida Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.58 Verb OA9 . a830 240 MT20 244/190 TOM 7.0 Lumber DOL 1.25 BC 0.43 V8d(IL) -0.18 3< > w 180 BOLL 0.0 ' Rep Stress lna YES WB 0.00 Horz(TL) 0.07 2 We We BCDL 10.0 Code FB020I4 PI2007 Maul%-MR Weight 21 lb FP=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOP CHORD Structural wvoa Monti Memory applied or 800 oc WNre. except BOT CHORD 2x4 SP No.2 rd rdcaN. WEBS 2x4 SP No.2 BOT CHORD Right cairmg direolly applied or 10-0 0 oc burning. MTek recanmergs ihd 5lablllRers and endowed..bating be Inefallad dudlg 1.emcbn,in awordencce vi1M1 Slebllize5 Irstellatlon ide. REACTIONS. (IWsize) 4=22 B (min 41-8),2=1a&MedWniCaL G]3/Madlenicai of Hoe 4=lW(LC 12) Max Uplift 4-24(-C 12).2=120(10 12),3-8(LC 12) Max Oreo L222(LC 1),2=163(-C 1]),3=113(LC 3) FORCES. (Ib)-Met GomWMax Ten.-All larcee 25011b)or Nss except when shown. NOTES 1)Wind:ASCE]10;Vult=1Wnmh(3secerM gust)Vaso=lolmph;TCDLel.2paf;BCDL=30pst h=25f;B--4541;t_2411;eayefft:Car. Il;EVC;Ened.,GCpi=0.18;MWFRS(drecfonal)and C-C Exterior(?)0-1-12 to 8-1-12,nienor(1)3-142to8-1-12P %canplever Irl and right exposed;end venicei 1811 and right elgiosea.0-C for members and forces 3 MFRS for mactlals ahowih;Lumber DOL-1.60 plate gdp DOL=1 90 2)TMs truss has been designed for a 10.0 psi bottom chord Ilse bad nonconcunent Mth ally fiber tine loads. 3)'This truss has beendesigned for a the load o120.Opsl on Me bottom chord in all Braes where a rectangle 3-6-0 tail by 2-0 Wide vin Po between the bottom chord and ern other members. 4)Ramer m girdaga)for truss to truss connections. 5)Provitle mechanical cormecton(by others)of trues to hearing plate capable of IMMstalldng 24 lb uplift at joint 4,12810 uplift at joint 2 and 81b uplift at joint 3. LOAD CASE(S) Standard AWdrWOVxlh Yap•peremerxvxH atom NOTES OM iX5 Alin-I OEO—eEfERRNCE Pd4EMh14Am.—15 0-- Ceaan WNL ua,onY MIH9mm.Wxa Ma OosmtdrrOwYY W+a lwrwrwneluallow,,wNkiwm MNdrd M40Yp mnpw,a"f.wt tall Mkm., .-ace.Ilw a�mr mr¢t variN rlw 4ylktliNof tleY{p pvm,elemm[I gprsOY FcwMale PRdet4rn MoIMoverdl plop drF. aocMM.aleoeORbpevenfluMWq O11iMWulawwanad/wcfalmemCenwJY.Pd1MrvJ bmpwT'aW Pa^DuntbacYq Ems• 6 awo@rePIreOM[klfNaW bpeYenicdlR wlm�Pwr/aaO MSYagww+aMdmWTe4w 6wWrtl PSdmcamBw15r,9 Me 5� joaa,r.tnslwo3e.de NarvaecAmaNhacSgof M1uce[�TtlpUa>ytlamt see/,NWNa Ruth OAwM.a00'09aa4 aC910VaSaGe^aV^aSrR 0401 vub Er Br. OdMy Inlumdbn wWtAe M1wn Inm Rab LUPMB.RIB N.Iee Slreel.9Jle IIR.NnOYRb.VRPR]11. Terrye,R 8110 E Tinea Truss Type Ory Ply Reateide Homer Madrid/JK 024M03 J1E06Pip J11 Jack-Pedal Oscar2 1 J D 10:38DBhIRe8feMIma 4anal Menrnp Mltlq BUWlss, JWle, 0 28201 UJenlew: mrvepe NWDieAiyMH_yaKN2SVTybjOIWKURKYLwWTJNJDmvi90W L10 1-0.1-1-1 0 SCBIB 1:12.8 2 4.96 12 MILED 5 34 II 1 Li 8 HAILED 4 2-03 2A18 LOADING(pelf SPACING- 280 C&. DEFL M (Ion) Vdep I/d PLATES GRIP TOLL 20.0 Fate Gtip DOL 1.25 TC D.11 Veti(LL) -0.00 3d a9H9 240 of 244/190 TCDL 7.0 Lunbar DOL 1.25 BC 0.06 Vangf-) -0.01 34 >9BB 180 BCLL 0.0Rep SMess Ins, NO WB 0.00 Iarz(TL) -0.W 2 Has No BCDL 10.0 Code F3C20147PL2W] MNdx-MR WeIght 9a 17=20th LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood shealNng directly applied or 2A3 oc WHIM, BOT CHORD 2x4 SP No.2 except and vedicals. WEBS 2x6SPN0.2 BOTCHORD Puget calling directly appeal or 10-00 m bmdng. MITek recommend flat SfaNll2ers and requirstl cross bmdrg DB ImMisid dudes,Muss sriti In accordenw with Siedlizer In&Nation Holds REACTIOIIS. (Iefflos) 4 7Y .2�5IMedaMcal,3 Velaohuvucal Mex Hoa"Ift-G 8) Mex Uplift 4-20(LO 8),2=-51 ft-C 8),3—e(LC 8) Max Grev 4=85(LC 1),2=65(LC 1),3-IB(LC 3) FORCES (Ib)-Max Ganp.Mlax.Ten.-ADI tomss 2W(b)u,leas except when shown. NOTES 1)WIN:ASCE]-10;Vut=Boma(3-eeemd pont)Val Olmph;TGOL-1.2Wi;BCDL=3.Opsf;Fk25f;B Sft,1=24M1;saver--411;Cal. II;Ely C;Eros-SCHER IS;MFRS(dlrecllorel);wnfit..,left and M ftt eV.M;and vemool left mw right NMN;Lombe! DOL=1.W plate no DOL=1.60 21 The truss has Dean designetl fora 10.0W11 bottom chord live keel wnconW Rent with arw other live loads. 3)'This Muss has been designatl for a live load of 20 OW on the bottom chord In NI areas share a nma"le 360 fell by 2-0 Wde Will M belvreen the bosom chord and any oVier members. 4)Refer to girder(s)for truss to(ruse mnnectrea. 5)Provlde mechanical wmecllon(by others)of tma4 to beating plata capable of witistanding 20 to uplift M Joint 4,51 to uplift at Joint 2 and 9 H uplift Means 3. 6)'NAILED'fndlwas 3104(0.(48'x3')or 2-12d(0.(40'x3.25)to r nNis per NDS ginchni e. T!In the LOAD CASES)section,loads applied to the few of Me More are noted as front(F)or beck(B). LOAD CASE(S) Sandard 1)Dead a Roof Lie(bMrshoad):Lumber Irpreeae=1.25,Plate Iresome=1.25 Linda.Loads(Hp Vert:1-2=54,3-0=20 Concentrated Loads(ID) Vert:6-1(F) n oo,1.. VVXW 4�Xpr,pxenwme,M aFJONOIESONIXAS ANOYILLWEO tlIEN aEEEFAXCE PA4EMLL!<TJ m.IOW/NI6BEfOBEYSE. Idly �WkI loemacNY'uIT MIIBMA cwwdm maansyp tYxesJ aeY urympxoneturz Ywwn.mtlh(w m MNad dfrlYq compxwnf.rot msvoosa eeMeve,me daaq,M✓WMa•muni Welty ft¢txTYctdl%d(leYy�paanalenuJµoga%Mw{walB matlnWn Flo meovsdl WdgaµN�.binJpxNhMeOBfol�iBallixaFgdIMIKMp I,�awebaN/veMtl mBmCaacNv.Ad�xwW bm{nuWmelCmmarenNm:M1 MiTek' te+m+�ewada ammrmam vBiBXf�al¢amaXaLxBveaXa ro.vaa aooa'+vdaXXce. roreBmd aPd��B�ewdv mB sMcoMM YuO a,,MN, h,rad mn1ryhom1.eeAMNIM1422aU. .WLaBWIKL MYLq Cu,O>M.1 Ter Ga ha silrW. arsBll lapllgXm ovW'xB xdn lnmf+lala MlNb.2leN.tee 51ree1.5uI1e3I2.NBravJ4 VR'YYJ14. ianpefL 3%10 � Tw TvcTYpe OlY PIY Riversde HoraalEirker/JK ' T1024M04 �'JI60599P J12 Jack-PertiO GiMx 2 1 J b Rerorerae a 'coal Menitilg Buil0ilg Supplies, JakSarMIA,FL 8.0306SepyMHJ MITMI1quszigg w. Wed Jenla Va:6iYzjWxage\ ID:3808MIMNW geABeryMH_yRIs4gBnONZIgMSlA3DU1?Blm)KIDU WZpjzyk)Da1BOV 2 63 2 63 SWe:1':t' 4R6 FLUED 3 4.4 s z 94 NAILED ale 11 zea ae3 Plate omeA DLn-- 11.0a-0.0-2121 LOADING(fish SPACING, 2-00 C&. I)EFL in got) Well lW PATES ORIP TCU- 20.0 Plate Grip DOL 1.25 TG 0.10 Ver(..) -0.00 T >999 210 MTNp 244/190 TCDL T.0 lumber DOL 1.25 BC 0.08 Vert(fL) -0.00 T >999 180 �U- 0.0 ' fled Soria nor NO WB 0.00 Hoz(T.) 0.00 1 Ne Na BCDL 10.0 Cotle FBCNH1 PNOOT still Weight:13lb FT 20% LUMBER- _ BRACING- TOPGHORD 2,4 SP No.2 TOP CHORD Structural word shemirg directly spelled or 2-63 of puNns. BOT CHORD 2x4 SP hill BOT CHORD Rigid telling directly applied or 1060 x placing. SLIDER .aft 2x8 SP sill 2-()-(), MiTek recommends that Stabilizers and requlred s ble IN be installed during Ma,erection,In accordancevcrosSrobllizef Installation guide. REACTIONS. dean.) 1=91A1-T-0,3=6&Meofhmll 4=29M1echaniral Mex Horz 1-41(.08) Max Uplift 1-21(LC 8),3=37(LC e),4-10(LC 8) Max Gray 1=91(TO 1),3-62(.01),4=31(LC 3) FORCES (roj-Max.CompMtex.Ten.-AG tor�e5250(Ib)olase except Wien slate,. NOTES- 1) OTES1)Wind:ASCE 7-10;VWLi30me r(3.d gush Vmd=101mph;TCDL7l.2ps1;BCDL=3.0paf;82511;B i5ft; --24ft:ae,IIC Cat. II;EI¢C;End.,GCfgf 0A8;MFRS pi oUtchah;canrlever left and dill exposed;end%ental aftand Right exposed;Lumber DOI-160 plate gnp 2)Truss designed for mot!loads In tto plane of the Truss only. Fa sleds exposed to wird(m nN to the face),sae Stallard Induavy Gable End Details as appllcabla,or coxull queried building designer as par ANSUTPI 1, 3)Deal sloe spaced at 2-0-0oc. 4)This vans has been designed for a 100 ped fierce,Gard We load twooncunent all any other live bads. 5)'This truss has bean designed for a live load of 20.0ps1 on the boron chord in all areas where a re,largro 3,5-0 all by 2-0-0Mde Will lit belwea t the bottom ctard and any other members. 6)Refer to girder(s)for truss to truss conractleal T)Provide mecfianlcal connection(by others)of truse to beams pate sayable of wrhstandlig 21 Ib uplift at joint 1,47 Ib tplllt at hunt 3 and 101b Loll at jdnt 4. 8)'NAILED'Indicates 3-1 Ord(0.1 M'")or 2-12d(0.148'KJ 25')We-nNls per NDS guiclines. 9)In Me LOAD CASE(S)section,bade applied to the lace of Me Russ are noted as front(F)or bad(B). LOAD CME(S) Stallard 1)Dead+Reel eve(balanced):Lumber Incresse=t25,Plate lamase=1.25 Uniform Leads RAD van:1-3=-54,4-5=-20 Coraentrated Loads IID) van:9=-1(B) Q WIPHWevYlry Oagnpalenwlwss+4aE4e ROTES eN 1x1.axU HCLuoEo.101EF NEFEaa rvCE FxGFIM)4nm'.Uses rs...cSE OaYgi W101w ere dYYMT MIekR wrvncbs.Rhfle9pnkr]WYUWn Vsanerers Ywun mflsldm MINMUM h1K,y wn4rtrlenl.rot IwaylMn.Berae—.Il .Usyrda#laa mlel veilN flee4lYlcoI+IlN of tletl9n pYanielersallpopenYMwl*"+race ttt Cann Nlo llw wall puma daNrl, ®aGwlmerneanrowa�aGbWUSe rstxiarnaan mmwaoawwolx.amembax wsv.beswr3lempwwaa Penrc>reN Go=ro MiTek' kalwap reQ1a01wfdWXYrntlbgefmlcdlq WIn WaLhPov^x]tieY nd IXopsMdwriroa fagnaalpMaice,apOalaaw T,, IsM. rmiarnwn awada,aawwY.axcsnnad omom9ollm::ty o,dlasmaax.aaxtamn 4boEM clP4rw,oMasoa etw lullnP�uryarwat srnrye4walmaa waaa xwa Iaes Rale smmle,zlex.leaslreal.wMalz,aa.aleluvAml4. re�y..n smlo A Tblac TveType Oly %Y RiwsMe HaneslBMd1/JK noz4rms J1605B9P J13 Jerk-Peke[Giller 2 1 Job Rpaema morel MemirO BUItlhN Supplies, Jelmomdile,FL 10: _ 11806:53:IXPagel 8NMmWDeAfA]yMH-yRDNFHI-Vo1FC1yeP2WOD3Pl6V51MGWdIHgzuOU 3D6 F412 306 I 606 Scale=1:18.3 4 l&S 12 NAILED 1 1.5[4 0 3 NAkm 40 2 1 R A 8 5 NAILED LEO 3.e 11 60.12 646 PW Ousel IX V-- f 'P30 0-2-121 LOADING(pat) SPACING- 2-00 CSI. DEFL In goc) VdeB W PLATES GRIP TCLL 20.0 NO.Gap DOL 1.25 TC DO Ven(LL) -0.03 6A >999 240 MT20 244/190 TCDL 7.0 Lurnier DOL 1.25 BC 0.29 Ved(TL) -0.0] BA >999 180 BCLL 0.0 ' Rep G.In r NO WB 0.04 Hoa(R) D.00 1 Na Na BCDL 10.0 Code FBC201MFPI200] kAanx MP We1pM:2816 FT=20% LUMBER- BRACING- TOPCHORD 2a4 SP No.2 TOPCHORD SWcwrel xvod sheatNng directly applied d 680 ce pudlns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid catling comedy applied or 10-0-0 mbredng. WEBS 2x4 SP No.2 MITek mor mme ve mN Stablllxers erM regdree cross brapng SLIDER Left 2x8 SP No.22-0-0 be lmalgied dame,Vusa eleNon,In aomldanm Nilb Stadllwr happier.gUde REACTIONS. (IbAmN 1=11594-3,4=92r IenNel.�137MlechanlW Merz Herz 1=]3(LC 8) Merz Uplift 1=66(LO n,4=T](LC 8).5=5](LC 8) Max G.1=115(LC 1),4=96(L0 25),5=146RC 3) FORCES. (lb)-Mex.Comp RAex.Ten.-All tomes 250(Ib)dleas except xllen sM1own. TOPCHORD 1-3=3 I) NOME U Wired:ASCE]-10:VUt=130mph(3 secmd gust)Vasd=101mph:TCDL=4.2F f:BCDL= Cpsf;1k25ft:B=45n:I=24ft;eave=-4ft;Cat. 11;Exp C;End.,GC%-0.18;MFRS Orecliorel);opolaeo left all agN exposed;all wnidd left and agMexpowd;Lor ber DDLd.60 plate gnp DOL--1.60 2)This tares has been designed fora 10.0 psf bottom clmrd live load mnmnounent Mm airy other live loads. 3)-This euaa has beth designed for a INe load of 20.Opsl on ma bonen chord In WI areas Wlere a spangle 380 Oil by2-00 aide Wil at between the r t oar thou aIle alrydhn member. 4)Relertogir heti l nnedi m(b wnllediona. 5)Psvlda mechanicalnd 8. ton(by omen)of bmw lU bearing plate capable of wiftxstarMirlg 6610 a%ill etjdnt t,7)Ib uplift N Iolnt 4 end 57NAILE Ind atjdn-5. 7)In In.LO DCASa3-1Ottflco,madde or2-120(the farxofdr loe-nalls per NOS guidlnes. �In fie LOAD CASE(S)settlor,loads ap%led b ma face of ma truss ere noted as Imnt(F)or beck(B). LOAD CASE(B) Standard 1)Dead i Roof LIw(balanced):Lumber Irwrease=1.25,Plate Increase-1.25 Concentrated Loads(lb) Ven:11=9(F)12=1(F)11-6(F) Trepexddal Loads(pit) Ven:1=0(F=2],B27)-loi--82(F=-14,8=-14),]=0(F=10,B=10)-to-5=3o(F=-5.8=-5) AWIRN n,,rYvvArn,-r' =meaFF -naide]INAUOYICLUUEUAPIENPEFEN9HCEIIaENF)IAm.lOAY1O1E9EWaEUbE. �LLal wlp ld us WY`MAn MIIeAW ccrvwdws llY[tlmpr6L Ooo'upm Wtarelers Nnwrt w'A61w onno.bldlra-1-nen".not h�SYaam.Bekxendithaboolaro Luddhoof ft M«UeWn Mun6l-d.g.d' YLcw WMdeabn Moll¢m'dtll dpItao .1 IvaPad.nobat,onolkMpeceddlcgNal�NtA'x�tlliwwebaWwdvtlmemlmaev.Pb]Krd MrawW aW Gwnuienl Dra�N Ems• stl'wne� odoAa rd"ev amb000edb`WtVe wMlvwLlevwawvJ FFrYud VWalYdUnW. Iw Wrga PYlwceaPabi0ltb R IUxM. Ibl4r�e.deTby.axlbnatl bafgdmNLm WMnmbN3I2ANW/ VAMOxwKDMMm]N9 YELptenOmwa eW9Pub EY 61A. ayMY Yi[mnXm anfpxe Yan I�FMb YOIM1iM.116 N.1ee Sheol.Sxb JIR.Nim]L'A VA'IIdb. ienpe.PL 3M10 N� • T11cs Than TYpe Ony %Y RWelside HOmes SB R/JK 024 206 'Jil, )P J14 Jack-PBrtarl Girder 2 1 Job Ref hi ndw(cfaki ll Manning Buildup blgpllee, JBkbclxi116.FL DleA0 Sao 292018MI2Nb?116V1e&InC. WonSId Jan 160453:e4End) Page 1 10:36b611J MN W DIeABeryMH_yRZa4-IY284b?VCOKBaT0ab1 OmHy2Tlgo0pY5aHRra5a9OT 210-14 F 6&12 ' z-10-14 a1a14 bcvle.118.8 4 4.96 12 NAILM 11 15N 3 NAILED 4da i 2 1 AI 6 5 NOILEO NAI 3s, 12 = a8 II Se 12 SP6 Plan Cg IXn- [110&00-2- 21 LOADING rl) SPACING- 2-00 C81. DEFL. In Qac) YON[ Ib PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TC 0.14 Vert(LL) -0.02 5-9 >893 210 AR20 211/190 TWL T.0 Lunbar DOL 1.25 BC D. 'fut U.M &9 >999 1W BCLL 0.0 ' Rep Stress i or NO WB 0.03 Hoa(TL) D. 1 We Na BCDL 10.0 Code FBC2014/TPI200T Matfic-MP Weight 21 In FT=20°k LUBBER- BRACING TOPCHORD 914 SP No.2 TOP CHORD SlmourN Wood sheaWng drectly applle0 or 5-9-12 no marine. BOT CHORD 914 SP No.2 BOT CHORD Rigid milling OlreGly applied or 1040 W belong. WEBS eWSPNo.2 MiTek lecommelMsthat Stebilpam And requkerlcr055oadhg W12SLIDER Laid W SP .2 2-04 be installed during Under ol erson,in incommnm wgh Sleft ear installation guide. REACTIONS. (Iblslze) 511126M1echaniwl Mex Hoa 1=66(LG8) Men UpIM 1-66(-G 7),4=-]2(LC 8),5=54(-C 8) All Gov 1=106(LC 3),4=SSLC 25),5=13)(LC 3) FORCES Qb)-Mac Comp.RAax.Ten.-Ae forces 250(Ib)or less mlcept Wfien ahead. TOP CHORD 1-3=~300159 NOTES 1)Ward:ASCE]-10;Vdbi 30tnph(3 second guep Vasd=101mph;TCDL-=4.2psf,BCDL-�IIDsC te25B;Bd5ft;1-24X;eavii Cat. 11;Exp C;Encl.,GCpi-0.18;MFRS(dreollpmB:of n(lever lett and figo eR4osee;eeM veriicN left and fight ellposad Lumber DOL=1.60 plate grip DOL=1.80 2)This truss has been designed fa a 10.0 psi boom ehprd live load noncenmurrent Win any other five beds. 3)-This truss has been designed fora live Intl of 20.0ps1 on the bod0m cfmrtl in of areas where a rectangle 3 OINI by2-0-0 Wide will m between the bosom chord antl an,other members. 41 RNer to girdN(s)for imss to Huss wra ectbns. 5)Provide mel:henlwl mmection(by ahem)of[mss to beadng plate motor,of Withstanding 66 to uplift at John 1,72 to uplift N joint 4 and 5416 uplift at Jonl 5. 6)'NAILED' edates 3400(0.148'x3')or 2-120(0.148'x325)tor-nalis per NDS guidllnes. T)In the LOAD CASE(S)section,loads applied 101he face of the from are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Rood Llve(balanced):Lumber Incrmse=1.25,Plate[screws=1.25 Cmceorete0 Loads(Ib) Vett:11=0(0)12=1(0)13=41(9) TmpezoldM Loads(pdf) Vat 1=0(F=27.8=27)-to 4=-]8(F=12,8=-12),7=0(F=10,6=10)4o5-29(F=-5,B=-5) tlW4tXMe-Vass,GNenpxxmlert uM PEJ. Ed on 1.ANe YILLVMO anea aEFEFPNm Pi NalM m.maGd59EPoNEV]E Calan Wtl M imdYY'Mm MIl�ewweelexe nYa Votl{p klmetl a4Y urvsl panvnetux9mw�.W k(a m hMNd�N tlICMx{conipu,entrol hY6Mbn.8lae eve.nw oleo Vmws�el mut valry tretn{Lc2ENultleLT planeeencq weals,Malx+loee Ahtla.Nnlnco Mnu-11 ,.l'p.bLLW,.Rach9k�aledh M,levanl WCNfgdIMhUWlnm,rrebmd/vd,Ord memismwaY-AdakcnakmpNaymOnwmoanlbachFJ Mire k' e Wm@1e[pIs00MdMYaMbgermlcdlt{Mb CWrw✓tl hkvYaq nlWvlNdvinaerw¢rre1tl g11bce 1e9W[YpIM 604 Pohl EM aW. It81L'albLSlagH.mla'ervaeClkXlavl tra lgolnlv�sm]nW 1yYlelM feMfgRA101dMaaW.alk'atm]aC9IWYwq CanVvrnne m with,l�Xumotlon art"4k1Ae M1an lnvi Rale rebuta218N.1ea3hael.SJle]12 NestleJle.VRZCl14. it ielge,FL]y10 hada T.Type OIY Ply Riverside Home,12idreGI JK oznzBT 'J fifir P J15 Jack-Pertid Giber 2 1 Job Hofererae 'oral Morning Buldrg Supplier, Jekossille,FL BA30a Sep 282018 MITek.......Ino. Wes Jeni00Y.53:04 so1] PeBet ID:38b81dMAiWDiaidur yMH,,RZsLi Y264b?YCOKeaTDo,S1 OmHW07hKUMi56HRR5axQOT 4.4u I ea.to 665 64A a Scele-1254 MILED $ ) 4.8 t2 13 NAKED LbA c 3 NAILED ED e 4W i 2 1 11 15 16 8 H4LE0 WOLED NAILED B 3x10 II 6&10 8-0d Plate Ogee (AY)- 11'0 Fs Edo t _ LOADING(pat) SPACING- 240 CSI. DEF1- In (roc) been LM PLATES GRIP TCU- 20.0 Plate Gdp DOL 1.25 TC 0.57 Vrsi -0.15 611 >886 240 i StaAW TGOL '0 Lumber DOL 1.25 BC 0.87 Viii -0.d3 6-11 >244 18D BCLL DO ' Rep Stress Ina NO WB 0.17 Horz(TL) 602 4 No We SCOL 10.0 Cade FBC20141TPI20W Math-MP Weight 3811- FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP ND2 TOPCHORD Structure!swossbeeUlirg directly applied or 640 oc purilns. BOTCHORD 20 SP N0.2 BOT CHORD Rigid ceiling directly applied or 1040 Do blaring. WEBS 20 Be No.2 Nli recommends that Straw aers and labor etl rose bracing SLIDER Left 2x9 SP N0.22-0-0 holnslNled cal,Indo eadd.,si eccm1ance vAlh Sterilizer I InstNlall.wide REACTIONS. (tfimbe) 1=28000-7-0,4-213/MeChanles.5=30flRA dfamcel Max Hom 1=162(LC e) Max Uplift 1=93(LC 7).4=187(LC 8),5=126(LO 8) Mex Grav 1=260(LC 1),4=232(LC 25),5=312(LG 25) FORCE& (Ih)-Max.ComPA.laLTert-All forces 250(Ib)or leas except W1xm shoxm. TOP CHORD 13-5( 1411 BOTCHORD 16--2831374 WEBS 36=4221318 NOTES 1)Wind ASCE 7-16 VUR=1301(3-second Man Vaad=101mph;TCDL=4.2psp BCDL-�.Opsf;h=25B;B=45ft;1-2411;esessi Cat. II;EM C;EnG.,3Cpi=0.18;MFRS(drec0eral);cantilever left and right ex osed:end vertical left and right exposed;Limber DOi date gnp DOL=1.60 2)Tills Inns has been resigned for a 10.0 per banner chordI'roe load nonoorouriml Win any other live bads. 3)-This truss hes been designed for a Ilya load of ED Offal on the boftom chord In all areas Where a rectangle 3fi tall by 2-0C Wide Will fit Dodson the boftom chord and any other members. 4)Raper to grder(s)for truss to Wss connealons. 5)Pra ros mechanical conneodon(by oMen)of truss to bearing plate capable of Withstanding 7311-uplift at joid 1,16711,uplift at joint 4 and 125 to ft AM of joint 5. 6)'NAILED'irdaalea 3-1 pal(0.148-x3')or 2-12d(0.146'x3.25')t0e-ndls per NDS guidlines. 7)In the LOAD CASE(S)seem ,adds pooled to the face of Me truss are Word as front(F)or back(B). LOAD CASE(-) Standard 1)Dead a Roof Uve( danced):Lumber Increase=l 25,Plate Increase-1.25 Concentrated Leads(Ib) Vert 3—Dfl 13=43(F)14 -l(F)15=6(F)16=-30(F) hapeaddal Loatls(pit) Van:1=0(F_27,B=27)-tot--11 B(F:: 2,0=32),7=0(FU O,B=1 M40-5=44(F=-1 2,8=12) QW1BNNa-only MtlpnPremWmm4 ease mr.ON aid AND PC L..ani PEES .E..a MFa1Am.IWYFI6 BEEOREY4E L TWNlwveauY.MIn(bussed user i, lHide N the dei purrsL undprofwm MUMa GYtlFy par¢nL rot aim eYriwn.BeMle use.Ila dYNrp realer m.Ot VMN M 4W k-dMIIY d d,Qi Mariar0rs aur pePorlY Lrcn W rale M ONJr�aro Me acertll d10p CeYfi.BaClp MlWa]abPeventdrc:MpdM1NAM MmweDwtl/adwE memlaaaeY.Ad]knd brra+'4T' dPomr>aafaacliV bdwSra re]AesMYdMtlYaMb PeYenlccN4 Mund smOFm,dNaikrvaNpcgrlYd�a�e. iw PrrorGPWlvaereN4Vlln abknMi 0d�e.WlkarY.meclknuglxwMgolMmtsaxilrim Mleirm caVd/PII�YaBW4 W6MaW BfJ BuggCUK4M01 roWPW FigBM. ,yelY MamplGr aediyA Opn pin FMeane,ile,llBN lae.Mae1.WM312.NexuidV.Vh9J11. amPe.R 9M10 Trues Thas Type Ory Ply Riverside Homes nBirked/JK 024th 6 IJI80599P J16 JecRPaztlel Giller 2Palo, 1 l Job Rate.. o re MamgGordon,S4DWIe, JekeomFL 93 SlBM1TQktra 109:53:05201] Page fD:33MMAIWDIAeryyMH-yRZ0.OZIOAySCdWBYWUUTW2bDEyFPOjW3 a. 1,510 ' 4513 43-03 4 swa-f351 NAILSO 13 4 N F1_2 MILE[) 155 3 RoLED 44 2 1 16 15 16 8 fMILED N41LOD NAMED 5 wo 1 3r4= 8.5.10 6 PIM OX fXY)-- f1,03E Edgl LOADING(psQ SPACING 2-00 CSI. BEFL In Qac) I/deX lb PLATES GRIP TCLL 20.0 Plefe Grip DOL 1.25 TC 0.52 Ven(LL) -0.13 611 >M 240 M@0 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Ved(R) -0.3) 611 >274 180 BELL 0.0 ' Rep SVess Incr NO WB 0.15 HO_LTL) 0.02 1 Na We BCDL 10.0 Code FBC201,VTPI2007 MIfrbr-MP Wright:3811, FT 20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural Moul sheathing directly Muller!or 640 Dc pulgns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling Oreclly appllee or 1O0-0 oc Mi WEBS 2x4 SP No.2 MTek recommends that SIebfiftm s all required cross bmclrg SLIDER Left 2x6 SP N..2 2-0-0 be ylled ptaour,truss Mootion,Inaccmdanre wXh SleNlinar hosteler.Dutch REACTIONS. ga51xe) 1=245,0-7-0,L206Meehanlca,5-290Mechenicel Mex Herz 1=152(LC 21) Mex Uplift 1=-]5(LC 7),4=-182(LC 8),5-120(LC 3) Mex G.1=245(LC 1),L1?23(1_0 25),5=295(LC 25) FORCES (lb) We.Comp.IMax.Ten.-All forces 250(ft)orlees excaptwhens OM. TOPCHORD 13=4661130 BOTCHORD 16=-264f347 WEBS 3-0=-31)i NOTES i)WIrM:ASCE]-10;Vult=13Dmph(3-second glut)Ve 101mptl;TCD".2Mf,BCDL-3.Opsd;F 5ft:By 5ft;L24ft;save711t;Cal. 11;Exp O;End.,GCpi-=0.18;MFRS(dlmceorul):camilever left all Ogot expmed;all veNcal left and fight egseee;Lumber DOL-1.6O plate grip DOLL W 2)The truss has been designed fora 10.0 air bottom chord live load rYJna011Wnent TAih any ether live bads. 3)-This fares has been designed fora live read of 20.0pd on the bOrOm chord in all areas where a rectangle 36 0INI by 2-0-0 witle Wil fit beMsen the bo0om chord and any Other members. 4)Refer to gXder(s)for truss to Russ connedlmu. 5)Pr0vlde mechanical connection(by others)of Vuss to bei plate capable of wfthmandirg 751,uplift at loin 1,182It,uplift M joint 4 and 12011,uplift at 16M 5. 0)'NAILED'lndicafes 3I On IDA 481 or 2-12d(0.148'XJ.2W)tcanaile per NDS gUclines. ])In Me LOAD CASE(S)section,loses applies IO the face of the Parse are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Root Use(belencee):Wmbe r Incmase=1.25.Plate Imreeee=1.25 ConceMreled Loads Qb) Ven:9=0(8)I3,r5(B)14-1(8)15=-6RD 16-31(8) Trape]o1dal Lai DID Van:1=D(F=2],B=2])40-4-114(P=W,B-30),]=0(F=10,8=10)-ft-Ii (F_1t,8-11) waaawa-vMryaeapnparemerx aneasAO NOtES QV IXIa AMP NCLYOEO MIErc NEiFNANea FaaEYF)Iniar.rxAVAreeEFMF us F. poyan WMf rw urs WY'e1th fAlek9 uxuv:Mz.I1Xtle9,T k lm]aYY4�^^Wmiefe2Ywv,n.aM klo,m WF%Ad dMtllro cpryNxex4.rot iydem.sense m.IMbWury re—'s mutsno.Te'WI� nueofbotlprprcmreM1utmtl pccetiTpicaryxaMI 'spry Inb M9 oveid wo-e�. a..arureemeel:fogeva�I b�clsg err�wrAallns�.reoa,oforuoremw.aKaorrr� neaxoria remawwmeoonl>am�wmaouno �(• Mtl`op', ere des -,y enicdka#e wMr W.vLOM x1 LVeYUMpgalY Wnrge.fwgw�erd PMbumroUwdr6M WM Veib EetlBM. ,yes, ilaopa.OaXvery.sBCKn m]rwaceg Ii.N. Telnmsyslert4 eaNXWmo 1A.DdlwN.D5Fa9 ogeCLPpgCMiuura Tenpa,FL aaelO yyNy INamgbn wrXdeM1am 1n61bb MXOe,RIe N Les5M1ae1.9M a12 Nomrdea VPYLl11. � Tvs Tm9 Type GN PN Riversbe Hom9r8irketl/JK npzarme J160501, Pot GABLE 1 1 Job (ap4anep Mendflp&flltllflp Supplies, Je;601fY1119,FL MWDIAe 7,M016MiT lMusOiesi.tpnM dJBn18%:53:962017 Paget 1038b81xIM W W DIaABe7yM H_YR2aFdwAxVHOOIPe�nM jGSd t PdweTYlNOebwxG_xueOR 418 e3a "a 6.ta o le-l:tzz aq= 2 LN f2 3 4 1 d d c c 4 Dq i Ibn 11 � S16 N-0 e3-0 LOMNG(pd) SPACING- 2-00 C81. Ell In (lac) and IM PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.08 Vad(LL) va - We 9% MT20 26L190 TCDL 7.0 Lsmbar DOL 1.25 BC 0.08 Ved(R) We we 9% BOLL 0.0 ' Rep Stress 1. YES WR 0.01 Hor2(1q 0.00 3 We We BCDL 10.0 Code FBC2o1MFPI200] MaMx-P WdgM:1816 FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Stmclurd snood sheatMrst directly applied or 6O0 W pounds. BOT CHORD 2x4 SP No.2 BOT CHORD Rugid neAidg tllrecuy Willed or t(f0-0w braddg. OTHERS 2x4 SP No.2 MTM recommends the SMbllioers add required aoas E1adFg be Installed during truss enactor,In aaomalwe velli Slabilioar Installation Was. REACTIONS. (IGslxe) Mss,IT. 10) M.Uplift t=38(LG 12),3=38(LC 12),6—W(LC 12) FORCES. (b)-Mar Crrnp.Mfax.Ten.-Allfomes250(Ib)orless Mcaplwiledshown. NOTES 1)Unbalanced root Tuve loads have been conscered for M design. 2)Wind:ASCE 7-10;VU1=130man(3 and gosh Vasd=l Otmph;TCDL4.2ps1;BCDL-3Apsf:4,2511:8=656;L20h;aave_--0h;Cal. til;Exp C;End.,GCpI-0.18;MFRS Wrectioreg add C-C Exteuor(2)order centllaver lett and right exposed;and Wrliral led and ought staxem :C-C for members and tomes&MW FRS for morass shown:Lauber DOL=1.60 plate gu s D0L=1 W 3)Truss designed Mr wird same In Vle plane of the travel only. FastWs exposed to wird(rwmld to Me face),see Sfa Industry GaNe EOM Oetdfs as applicable,or wmuit quddied bdMing designer as per ANSVFPI 1. 6)Gala requires wMinuous brawn shard beading. 5)Gable studs spaced at 2-0-0 oc. 6)This boss has been deslgned for a 10 o pelf bosom choM live load nonconcurrent x116 any other live be&. 7)'This Was Ices been designed for a Iva load of 20.0psf on the bottom afford in all areas estate a motarde 36 0 tall by 2-0-0 Was MII lit between the bottom chord add any Omer members. 8)Provide medvnlcal cwfnedlon(by others)of Cruse to heeding plate capable of wilhdantling 3816 uplift atjoifu 1,38Ib upllh at Joint 3 and 331b Uplift at Joint 6. 9)See Standard Industry Piggyback Truss Connection Detail far Connedlm a base truss as applicable,or wnsull qualified builds, dedgner. QWgaMNrYYIN hwyn pvxnHeneMaEIr HOIEa gIIXb ANa WeLWFr/MExaEFEMNCE Fq rE 4R)<x9 m.la0.VNlaaEFONE aSa wLLT Wp Iw�wYY'+IIh XM IeF9cmredoly,at Wsyn ztgstti Wy u4x+npnmolers Lwwn aNh foam IMM1k4io1 dltllrp cwnFxxerl.mf a�Xi6Mlem 0elwe lee.Ide dXb tCmrermtrslvMNlMr{Ck:d41No1 r1Nal Poranefenwvl woOwlYhcoNxafe ME Caew�Y�foMe ovelol d•»d=dam.Irronelmmeee�oole.ertl�danaaearnwn na�we6�lroraloramame�aoxv. +Xlap.Iw leml>wwwdoem.Te4armN e adwaya�etTletlWSldMlNwdlo peaallcMlgtu Mh W�9xo@dwxa tory wH IXOPwIYdn��. foegalad PaXax' �eawdlq Xn kpkulWv sow Je ddNwy.d'6CM1nm1 MachpolMcerwq XIRSVXIem;reMN5V1111 GohY Clawlo,pMMYtl CFI WITpCangoMll 6aM Fn As Ed BMtl, 9yNY I4mmaXm oY44ie awn Illus idle I%IINb.11e N.lee Saeed Sola 114.NeXmtlb.Vh R4916. T=rtpe.FL 9610 Trym Tram Type Ory Pty Riversideflornesffilkett T10247210 t J160599P Po2 PVWI 12 1 JOU net. I..m Marred,Butter,a...... Jairearnlc.FL - 8.03A"085ep 282018 MITeklndmalm,Inc. Wed Jen t0vv:00v72017 Fegei tD:mRRdMNW61— 7V— ii BHabKNr RIWFMWnFgVnOzWW 8 e30 418 4t8 Scale=1'.16.2 4M= 2 ] e ]A] 12 Ba 6 1 a $ 6 a 4 9d O text II 214 C 630 B." LOI101NG(peV SPACING- 277BC I. AFL In (I.) Wild Ind PUTES GI RIP 20.0 Plate Gryl DOL 1.25 0.20 Ved(LL) We - We 999 MT20 24V180 TCDL ].0 Lumoa DOL 1.25 0.15 VedRU Na - We 999 ..LL 0.0 ' Rep forms form, YESB 0.02 Mrz(FL) 0.00 3 Ne We BCD. 10.0 Code'.C201MPI2o0] trix-P WMgft,20,a Fi=20X LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD StlucNral wend sheatNng deeply applied or 600 oc purins. BOTCHORD 2x4 SP No.2 SOTCHORD Ngid calling tiredly appliatl or l 0-00 qM braiding. OTHERS 2x4 SP No.2 MTek pecan..Me Viet Stabilities end awl, Orem Mepng be inatalled during tmss ereekan,in accordance MVI Slaoltizee hWsilenon gu'de, REACTIONS. HeRnize) 1=129/1-90,3=129✓]-9-0,4262/1-g0 Max Horz 1=M(LC 11) Max Uplift 1=$3(LC 12),3=63(LC 12).4=-54(LC 12) FORCES. (Io)-Mex.Comp.RAac Ten.-All forces 250(to)orleastamtw9enshow0. NOTES 1)Unbalanood neat live loads have been Rensitlmed for this dedi ft, 2)Wind:ASCE 7-10;Vud=130mpr(3-mond gust)Vasd=101mph.TCDL�1.2pxn BCDL-3.Opef;1,2511;BA ;L--24ft;sera 1ft;Cat. ll;Exp C;End.,GCpi=O.1 O;MFRS(dredbnag and C-C Exledor(2)0-91 to 391,IMeaoRt)39-1 to 4-14,Exterlor(2)4-40 to ]-1 8 zone;cantilever left and Right egmed;end veal6N left and Right exlvoed;C-C for members ark foam&MFRS for readbm shown;Lumber DOL=1 bO plate grip DOl=1.60 3)Gado requires oontlnuous Mean clsed DmW. 4)This truss flet been tleslgnea for a 10.0 pp ballon,dead live peed annooncunMt win ally anise live bads. 5)-This Rus,res been designed for a live load of 20.Opsf on nae ooaan Rel In NI areas xtlere a rectangle 3&0 fell by 2-90 Was will fit xibeeen Ire bottan cboul and are,other members. 6)Pmvids medwllcal o,m aien(by others)of tram to Inaadng plate condole of WtletaMpng 0 to uplift at joint 1,63 to UPIpn at joint 3 and M m uplift at joint 4. 7)See Standard Industry Plggyb sk Truro Gennari Detail for Cortneplon to pose tram as applicable,or Renault quNlnsd building designer. WRNNRl4 VMIy4ro'pn pnemHenuMaEde XOIE5 oN 1X15Rive P'LLYOEO INTER aEFEe<NLE PaeEM]OAne Ia ess""6EFWIE OSE 1L ,wap lorue wJ�rAA,mIeAR+vimNeclws nh Co9ou taaxq cNYurnn yxan,eluSNwwrt aryl dtw mi✓SWssY 1.1Y'wn, xwhrel aM1l�syslem&+Iwei IM IxXdry Cngl,rennml vedNaW aFf �rlN oftle9glpannders ud WeFe lYbw[*xule R6tle513n bio MraveiWl , meremeon.e r�imcrneeelo Ree.err wNmre ornaouw wawet,em/m om�e memoaxarv. �an�,w len,uoraY nae rem�e I,v M e kawayre4Yetlav Rohl.to pewnlcWlarya Mlle 1 —no ss,,.:v a Wuunv. I-oX .eddNlcereNely line aeJ4 rave E.Ble . nlr"R"'n ip"at daear,'—l"n me Mae'an.Irrao MM1w Misr,,,reMry W er's OWIY..will-seOM..1 COnVmWN Targx.R.9m10 eyH/.aurone hw Lu6Role MIMNa 21aN leu STeel.SJb dIR.NeWr9n.VR'MJII. vv NO > m 9 v v_ Z x � T m � n � 8� �� n . y OUM-i � I n $ mZQ y m°n�D°m pm3a05p1 ZD. aoo RU-H 5� -7 mma m3 ' $ 0 ' na06n SR � eD Jz6a3 4NO O ° 0?050° 0 0 , EZ° BD " 0 mm0o- c = °a Nm maao -03 -aao ' o o- qF a„o°z °po00 ® H° no7 'ZDV 2. 5? � z °'3 2 ° ° ?O .me < m � ° ° Op7m ro am mo - mx- p mnQ y3 mAO� m 0 � y7.ao IJ 5 m m ° CyOp 7p ACm~ o °0 x 2 on o 'Q so G ' m - 3 m c' - vN n9 �z 1ys6 TOP CHORD . - 3 y N A 03 0 Ald U 2 C � Z P+a y m gin' m f� > ~oA - v 7 ,Q im o_ n NA 9 0 =11 Z. �i m Np n Om7 SV), NW m w�ym 9 V m S N N m 10 [n > D n /1� mmN a s� 0O WF) < Ov N Cc N m n' A A � m -Z 3 G O 3 ® a� �� Z z� O m g A m �> jF, mm G s O tlo Yf m /� ' 06 N R £" �/y m 0- 0 N m Q: u D Em J O Dar 3 E 0 Q» 3 TOP CHORD _ a oaf jU og 3 QF U 8g3 aN 3gj 4 m? 4 o&4 of p3$2 n9 ® R� g� _� & as n$ �Qg 3a ?0. Sm mom d0 O28 8, O 0 4$ 0 �a& ti qo m& ec 0 dm Son m� s2 33 nao g m�$ °u Mss o°a_ O O_ '�3 0 amx m° m9 g R $pg' np- �4 $,9 ado �nm - $$ 3 aq° 3p mea, '¢S v OO �J Ul0 �.� g4�m a0 Bj3r,T'� o qe� 06 S3 p �3ry 03'ry C 8a Q �Qn ¢z �3 3 H� Qo D3 62 R3 Qq v"o m 3 x ,a aoz& �� 3 g"p_ ma g� ¢ _ Bar A0 4 �oa a om °d *6_ "'ice n �!i ��10Q0 0OC Q 2 �� o� �� Qo R a no � ce s3 m9 f g mo a 0„ a g0 _o sn - 0 8 3 of = ' �� jm ma 3 m¢ asn � �4 n DO Fv N O 3u 3 < rt 9 N i 26-:5' J3 4. NOTES 1.DOOR5 AND WINDOW5 ARE APPROX.FINISHED 51ZES;REFER TO MFG.'S FECI ROUGH OPENINGS PRIOR�0 FRAMINGS FOR _.._. r d d 2®86 FXV (2)3060 5H-EGRESS I SILL 0 4'-6"AFF 51LL(0 2'-0"AFF lJ FRAMs DOwt•!TO n LL ip Z CL�. , wa 10 I f l I I I E I I T OA 8 EDF Y Y 1C L——————J L.——--——— P4" 8-4," 7'�' 2t'-O^ _ 1•-4•, 1..-0„ i t -- _ _--- $.. ;ON1 NE1�5; ------ -- - - 11 us SUITE w 1 I I I PAVERS 5TU6 I . 8" I5-&'X 16'-1a' 4] N GOFFFREO CLG. I I I ll WOOD BEAMS W.TSG � -- L—-- of V V d'J_ �� LANAI 4-5„ (3 264°5H 33 4"X 10'6" 1 N SILL D4'-C"AFF 10'-t J"PL H7. OFFI%4.NE COPY 268°PK. --_ w PAVERS 65H-16"d FREE- N% _ R] ro < ANDING �t7 - � DIW SINK W!OI5P. ,n� 16°80 FRENCH S.G.D. � I - � N TUB PATH ` t 1a16e° Lo N V KITCH=N nI I 1I1 14�� - �.a REVISIONS �a z6°� 6P1a 14-ax2a-6" I{ I II II 1I�0CfI4 N� 6•-4° 3'-�" -s• 7- lacLG. I f �� Il I I II II IIS o a lo., 6„ I I I`� N 11b� o F' 6d TMPRD GLS. 6 SH-16"d j p I I 11 I I J 11m y1•I ENCLOSURE L-+-� SII I I it II II �� Ito II �aw # of mil II IIAMIL IIU II N N 3 �� tub I I I I D I I I �o s-cRAGE N o 10 I I N iANKLE55 HEAD 2 UNDEP. ©I < o GAS WH NICHE CNT_ - 5TAJR5 O o NII I r; 12"X 22'-9- f l O ©�� ¢ � GA5 GAS a G. S I I 1 q/ 0 1 1 11 11 VAULTEDCLG.I I I I I N KIVEKSIDE STU6 �-rn�� 1LIQ� 1 3 1 IX�! o m I I L --1L--- L--� il__� J and _ XL11 ,1 I I it II I>o z` X(d 17�r I I I I i I I I D HOMES SHELF k__ ___ 55H z ! � 1 11 11 I I 1! 1 1 o ---- F___l I c�GAS -- m i W l i D 5TUBi N I C 1 €I 1 I I ae ¢ �`` _� I it I II II ___��---- --�, ip PREPLUMB �0° ONS _- I I I I I I €I 1 I XX 4'-0" LNDRY SINK I y -_-- 11 II €I 11 flZtLE With Confidence N O,HG N _ LNDRY UP20RISERS wll II II 22276 San Jose Blvd.,Suite 120 1 1 I mil I I >h I I 1 1 N u] a cLG. kK(l 0.5"RUN 811 11 I i Zxb WALL 6° Tacksanvilte Florida 32223 a G I (F{y �1 I I I !! �f, b Once:(904)449-1650 www.myriversidehome.com I N OGfri� F IQ oX N of 38 GGMP ' 0 0 ��op 7� a4F� b r ,vy Dig 1acLCI p ltl�_ II No o ,. Gott �� Atlantic Beach �Mn TANDEM �s DINING Fo 687E Country Club fGA1�AGE f aaG FR DR 5 UDY i2'-3"X i4'a' SMOOTHrL D00R 151�'MIN. 1C'CLG. 55 T'-2"X14'-0" d: I 8"X 12'-8" b 0'CLC ' SOLID CORE OR 20 �YdG I X�Q 10'-1¢"PL.HT. v' w I MINUTE FIRE RATED Birkett Residence A 'g (SELF CLOSING) y�cFM � fy1EGH�INICAL EC�U'pMENT I`JOTES: Ag. G I tPp yyo g I I F6C-'3.72.5.2:DUGTS 1N GARAGE SHALL DE MIN 26 A I I n GAGE SHEET 57EEL WITH:�'O OPENINGS Ni TO GARAGE N 1 - 5°8°EJ•�TR'(�LITE ALLOWED, 1 5/6"TYPE'R'GYP5UM I I TMPRD.GL.IIJSERT BOARD OR EQUIVALENT TOW/"72"4 IDELffE G,"C 1st Floor Plan z I COVER GARAGE CLG. (`1 FBC-R,iv 1305.1.1:MIN' LEARANCE REQUIRED AROUND JL_---------------ET ---------- A+_L5iDE5OFVIF_CHANCALE-QUIPMENTAND LINE F D FLOOR ABOR 060 SH 3°6°5H 3°60 5H Yen SH COMPON=NT5,INCLUDING DUCTS,WITH THE TOTAL WIDTH 1781 Atlantic Beach Drive w ti 51L 2-9'AFF 6111 9['-Q"AFF s1u0 ILCY-ArIF SaLwz-o AFF i OF THE ENCLOSING SPACE BEING AT LEAST 12"WIPER Atlantic Beach,F1.32007 m s2 g 1 I THAN THE FURNACE OR AIR HANDLER o 4,_1„ 4,-4,. 4,_2" 3,_T, 3,_9., 4,_a, 4•�" 1 -5„ w Q GROUND-MOUNTED MECHANICAL UNITS SHALL 6E 1z'-7I" T'-4° 2'-s I 4 Drawn B Sheet g al AN HORED IN ACCORDANCE WITH FDC-R,SECTION y ARJ/MA <z o I " M1301.2. I A171 ACCESSvi 4 .� ENT1\Y f 01\CH _ Date 12.14.2016 F 54.5' 22.5"R.O. �x LL _ ---------J 11 , 5QE�J . FTG. CALCULATIONS Scale 1/4"=1`-0" LD ATTR sstsGE 3 ------- — lo_nra rL.HT. --- --- — Plan of N —. — —._,_. _ G A I\ G� U� 15i.FLOOR 2432 Nantucket-Coastal II 2ND!.FLOOR 1441 N Q pO b 2-tt"x 2 6' o TOTAL LIVING 5575 Written dimensions shall have precedence over scale dimensions. 19-1 n"PL.HT. GARAGE 526 Contractors shall verity and be responsible for dimensions and ENTRY PORCH 287 conditions of the job. 15 64 :T LANAI 524 DESIGN BY: REAR BALCONY 176 MICHAEL STAUFFER,ARCHITECT,AR1390B ,i] m TOTAL COVE REL 5456 1093 AIIA 13EACH BLVD.SUITE#330 ST.AUGUSTINE BEACH,FL 32080 N m 15 T �L.G�1� F LAN, TELEPHONE:904-471-2552 n 9°80 GARAGE DOOR 9°6°GARAGE ROOK DRAFTING BY: No-r�To FRAMER: . LE ERIOR WALLS INSET 1/2"FROM 5LAD EDGE 1262 Blvd 9 a i z'1Y„ Suite 702 2s-u'• _ sz-rs^ oRti Jacksonville,BL 32223 5£y-7„ Ftoaa n,1�,ra 904.260.3319 i I I i NOTES 1.ffPOUGFh S AN[)'WINDOWS ARE APPROX.F1NI5HED ATTIC VENTILATION AREA CALCULATIONS GENERAL STAIR DETAIL 5CALE:41s EFER TO MFG.'S SPEC SHEETS FOR � Excerpt of the zol4 Baildirg Code,Residential OPENINGS PRIOR TO FKAMING RBO61 Ventilation required. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to theSrAR NorEs: undereide of roof rafters shall have cross ventilarion for each separate space by ventilating open AcCIAt DIMENSIONS WIL VARY DEPENDING,ON FIELD CONPi7N5,-1009 COVERDr5.ANVIOP, Pro against she entrance of rain or slow.Vent:ladon openings shall have a least dimensioi of YAWCE5!NiANSixucnou MATERInL.ACTUAL coNSrrtcnoN MuS COMPLY /16 inch 1.6 mm minimum and 114 inch 6.4 mm m R,rbni Ventilation minas have a least WlR31170PtPE FLORIDA 3'JILDIW COOE,RE5IDEN(IAL ( ) ( ) °P ng WIR3170M..EPLORIG r:BILLp - dlmenoon larger than 1/411(6.4 mm)Shall be provided with con'osion-resistant Wire Cloth .mAMUMTREAD DEPiH:MT INC"INCLUDING i:OsINGI Screening,hardware cloth,or 5imilarmaterial with openings having a least dimension of 1116 inch(16 W%IMLR+,RISER NSi vARATI:3161(5111=LCI.-rl mm)miri nen and 114 inch(6.4 rm)maxirrum Openings In roof framing menters shall Canforrnto the M.NN.-STAR NVI:Mr � requirements cf Section FD02.1.8.Reo,Wred ventilation open ngs shall open d rcctly to the outside aINlMum roAORooMar wAnnruE:5a"(Pate-Nosl:nGt air. !P t>. . 'HANVRNL NOTES: Excepu°n.Attic vent lation sl;all not be required when determined not necessary by the code offici AC,UAICON5TR�IONMUEr CDMPLY - duetoa heric or climatic LDndlTlor6- WI R31U.7 of THE ROR'AA BUILDING CODE.RE51P Nfl& trrVsQ HANORALS SHALL NOT BE LESS THAN 39'09 DCRE THAN 38'IN EIGHT ABOVE rr STAIR N09i HANDRAIL S SHALL BECOMINW'JS PER FLGHT GF STARS. 9806.2 Muihnum vent area. iSHALL BE 1112-CLEAR OF ALL ADJACENT FIMSH 2t 3 td 8 The miramnam net free ventilating area shall be 11150 of the area of the vented Space. MATERIAL5 ANO ENDS SHALL RENRNTOWALL OR TERMINATE 72" �° 7'-2' IN NEWEL POSTS OR SA`E IERMT19L5. 11RAIL551NL BE,114"-2'INCR055SECT IVIMEN5Mk1 OR APP MOMUMALBY•,M'O EUGS9 Exception:The minimum net free ventilation area shall be 11300 of the vented space prevOM one or SI+AI L HArc A W RADIUS w onl'. .-- more of the following conditla'15 are met: Ha1AMLcovsTRUC IONS. L BE ABLE TO RE5151 ALOAD of zoo 155 aPPL€Dw nvr DIRFiTnrv,v Arrr PONT ALONG i:E TOP RAI. 1.In Glinnate Zones 6,7 and 8,a Class I or II vapor retarder 6 installed on the warm-in-winter side of - r the ceiling. 5i NR ANO RAJING SUPPLIER INSrAti SHALL 5111 ALL BJILGING DEPARTMENT APPROVAL REOUREMEMS FOR �Fl V."APPCD PT.POST • < 2.At least 40 rce nt and not more than 50 percent of The Jired Ventilate area 15 rovlwled b `ITE PRODUCT5 THEY PROVIDE OR INSTALL ' Ge Pe e0.' n9 P �R`\fir in 8�.b ventilators located in the Upper portion of the attic or rafter Space.Upper ventilators Shall f C OPEN PALL SHALL HAVE MERMEDIATE RAILS to {�{� j�Of� u located no more that 3 feet(914 rrm)below the ridge,er highest point of the space,measured AN ORM'MEWAL PA 1 ERN 5VCH T- T A (J r r r I� Vertically,With the balance a the repaired ventilation provided by gave or cornice vents.Where the 4"DIAvETER SPHERE CANNOT PA55 THROW4 IDcation of wall or roof framing members conflicts with the iretallation of Lipper ventilators, - X U-O' _ THE C4JARDRAIL CONMUCTION SHALL BE an installation more than 3 feet(914 reen)below the ridge or highest point of the space shall be ABLETO RE515TALOAD O'zo Las 9 CLG. permitted. PER LINEAL FOOT APPLIED 1 1GRIZOMAILY ALOI iESOP RAI. 9806.31/cm and Insulation clearance. 9°5F!E9E q i v iARDRAIL5 SHALL NOi 3E MAY NOi PA55 Where cave or cornice vents are installed,insulation shall rmC block The free flow of air.A reHrwm v J I LESS THAN 3fi'IN HEGHr a 1-inch(25 mm)space shall be provided between the irsulatlon and the roof sheathing and at the rrgp1 j location of tM vat. 6'MY YiIA55 Af STAR TREAD,REEK, G . NO' i2Dr,`�EG-D VCrtllatlon i'.eOLUlreCl 601 r0M snALL BE SLCI irwLGx u f9 7NATAO-211ETER N LL. GFIer U' 5P'ERE CANNOT PASSTrROJ6H pc< NOTE:SPRAY FOAM ATTIC INSULATION-NO VEM7NG REQUIRED w a w REVISIONS REC. KOOM S,N F OO'TRUSSES LOADED FOR POOL TAoLE (2)3°5 SW E:RF.55 �bv N o qd Gi�AR SILL @ 2'-v AFF !S o � N 6X � � w� I a �Q oR ess yt ■ � C. �■ P n� 11 11_ fN los^gnpil;N �14i J �� RIVERSIDE �P 2 a pcfm ,x 1� Duct Sized per ASHRAE Standards 3Z�C�rY `! 7a2 S� g n / 5EP OM G Friction Loss= �� II u S HOMES IJ I I r--=_SII I---_, r*(. 26 zx,4,6 Static= .2 Ul- II I J C� bl` 'i.Civ. IT " a ='Total CFMs / Ciii Duct Sizes shown in Area X Length FUTURE Build With Confidence 7az b WET BAR ! uN TEL= 'L2d7 p FREPLUMI3 Tv rs 12276 San Jose Blvd.,Suite 120 Ii w l N �p C=CFM on Drawing Jacksonville Florida 32223 51Nr, ir- -� C=-Lu 1[----�r.y 11❑ ❑ r N rill " - Office.(904)449-1650 www.rnyriversidehorne.comPITCH BREAKn = NICmLPL -2__ H,I ,P�_J a �J o n FRA Lot 38 ra1== 7:12 i Tz �IN I SrAC PATH&SQELFN 1iENOLO5URE6mi. '7:12 Q 1 u n I ' Duct Sized per ASHRAE Standards_ iq `. N a A - d 5'-td' -�2" - 4 77`G l FI'ICtIOn LOSS= Atlantic Beach L--------- p ,q,i = l u � E _ _ --- Static= '� I II II_ II I 11 I I 11 �� L__,-- �i O �n SFA Total CFMs= Y 1 - h oX�� _ iso Country Club u s iIi 792 ,P �i 9 ^� xz l 2x6 w_L Duct Sizes shown in Area X Length 7:12 n 7:12 rt '-- -----'- 4 1 *�.Jl 1 T�I , e e D LI 11 II _______ i MINA _-- � _________ RIDGE a A ! F'S s 6Xresru TEL= /�{0 IL II 1 JL ______- 1 <7•� - L_a=� - --- I�_ _�2_________,I Vi.\;II `9-11 H _ 6 g _ F_ - ODd __ sac. p I ' "_ r_______L_-_-� � _ _` -J �r �v CFM on Drawl � � ————— (z)2D� C n 1j • � 'rkett Residencei II II II �III '. 11 II V -� N Q I II n II ILII b jI 1j I H II gib ' w< �•�" (iTi' Roof Plan/ I I rt!-------- II " n n a. 3'1 erm r1` 1 1 I IQ I I 1 I II JP `r �P �- I I C II II 7A2' II q II II II W II j�N �.f�F'- 2nd Floor Plan u92 ' t 72 Ii 7:2 j f� 1781 Atlantic B each Drive 1 C__-_-___-__ L JL-- � Atlantic eaeh,Fl.32007 i/.DK / M 12-5'Y.11-5" E3EpFoOM #4 it C II I Drawn B Sheet ILII n'-e'x 1-a" Y o,GLG. ARI NLA M < n l w 9 Date 12.14.2016 r ❑❑ 0 0 0 0 ,@ nJOEL, u o �D G: Scale I I 4 n U C'�N..; - 1/4n=1._On uI of 7a2 7.12 i I n _ `` Li Plan Nantucket-Coastal II 7 l I b I 2111 SH --1I---I L o'AFF ti;;+'5r.SH EG4F:.S J 1 1Wrtten dimensions shall nave precedence over scale dimensions. i II II a1LL<m 2'-0pFF� L__ ----- J Contractors shall verify and Ei responsible,for dimensions and n GAEL!!....... .�. yi 0•.�..� I,.O„ 3:_a•. I �Q tf n �- 2._4„ 1 - '7'�E' conditions of the.lob. 14 -----------A�. 13_21 DESIGN BY: MICHAEL STAUFFER,ARCHITECT,AR13908 1093 A1A BEACH BLVD.SUITE 030 Roo FIM �^' ST,AUGUST;90 BEACH,FL 32080 ' IK\ Ir" L I y � I TELEPHONE;904-471-2552 II i 2 VI) F L OOF FLAN DRAFTING BY: ® 12627 San Jose Blvd Suite 702 e a Jacksonville,FL 32223 Fco�d n�g�me 904.260.3319 I i i 1 I i denied. LOADING CRITERIA All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be f I or: Roof I Top Chord Live Load 20,00 40/75 p.s.f. Top Chord Dead Load 7.00 10.00 p.s.f. izil Chord Live Load Bottom 0.00 0.00 p.s.f. -5 7" Bottom Chord Dead Load 10.00 ck, 5.00 P.S.f. 7— ta Load 37 55190 p.s.f. THIS AREA TO BY 7 FRAMED BY OTHERS Duration Factor 1.25 1.00 20 NOTES: 9'N/4' Building Code FBC 2014 RES -10 W___A Wind Standard ASCE 7 7/12 PITCHri, Wind Speed 130 m.p.h. 9-1/2" HEEL HEIGHT @ 7/12 Wind Usage RES.CAT 11 V7 116' IF04) b 803 PITCH THIS AREA TO BY Building Exposure C LL 0 FRAMED BY OTHERS 1' 8" OVERHANG-TRUSSES Building Type Closed STUBBED OFF @ WALL TO F07 V7 6' NOTE F08(3 V7 16 It is the responsibility of the building designer or architect to ALLOW FORE XPOSED X] &-An appropriate connection for trusses to supporting __1'7 3/4"' tpe reactions shown on truss F engineering.Special 04 r tio • V7 116 ns for mechanical equipment andlor plumbing(and PLAN DIMENSIONS ARE T -0 --11,11 F02(2) RAFTER TAILS. V 116 0 OFFICE C considerations F L03C I their connections)in truss space must be diagrammed by the 7 16' THE FACE OF THE STUD, As ...... builder an approved truss layout prior to fabricaton. IS REFLECTED IN THE V7 /16' Manning Building Supplies is a truss manufacturer whose COMPARISON BETWEEN THE V7 < 995 responsibilities are limited to those described in WTCA 1-1 (sections 6.0 and 7.0}.Accordingly,it disclaims any WW2 FOUNDATION AND FLOOR 2 �3) responsibilities for the the construction design,drawings, 9 V7 116' F09(g) PLAN. L_ documents including the installation and bracing of trusses < 2 Ell K Building-SuP-Plies-- manufactu Manning U_ Warning: SLOPED FLOOR TRUSSES 1-7 /16' COMPENSATE FOR THE LEFT 3'11 1/2' Conventional framing,erection angor permanent bracing is not the responsibility of the truss designer,plate manufacturer,or ROOF PLANE. 1'7 /16 re cautioned to truss manufacturer.Persons erecting trusses a bracing which is FL02 seek professional advice regarding erection bra & FRONT AND BACK PORCHES F06 THAUX T� always required to prevent toppling and dominoing during 1 7 16' erection;and permanent bracing which maybe required in TO BE CONVENTIONALLY F1 10 LL V7 /16' specific applications.See"Bracing wood trusses commentary FRAMED PER PLAN DETAILS. "X and recommendations(BCSI 1-03)for further information. V7 /16 Trusses shall be installed in a straight and plumb position. 1'7 /16 Where no sheathing is applied directly to the top and/or bottom engineered -- 2'0" 02 V7 /16' A chords,they shall be braced as specified on the eng 3 7- ' T shall be handled with reasonable care during Truss Connector d I List Hatch Legend 16, tion to prevent damage or personal injury. 1 Manuf Product Qty 91-1 1/8"PLATE HEIGHT V7 /16' Q211 VT Approved truss anchor by builder. TH A FLOOR TRUSS 101-1 1/8"PLATE HEIGHT 1. Simpson THAG426 3 VIS L02B 3 1/2,,Ribbon L-7 \ I C CHASE 1'4" L02A 20" F13 7 Products LL Plies Net Qty ID LengthProduct ______1'lT�____onCAENTER8—LVL_2__.0E 1—3/4"x_20" —3 FL01 -1A 10'0" onCENTERS LVL 2.0E 1 3/4"x 20" 2 2 T 5 1/2" 803 77— BRG. 0 DROMER OVER -1 FIF 0 FAMING BY OTHERS THIS AREA TO BY FRAMED BY OTHERS Typical Truss Ends B02 SHOP DRAWING.REVIEW DISPOSITION N Engineer of Record: ATTENTION:Review of shop drawings is only for conformance with Jeffrey K. Hulsberg - FL PE the design concept of the project and does not relieve the contractor ility for any deviation from the requirements of the Shop #33152 of responsib* ine and verify all field measurements. drawings.Contractor shall determ "I B01 ------ 11481 Old St.Augustine Rd#202, 0 RETURNED FOR CORRECTION J01 Jacksonville,FL 32258 J01 I I APPROVED 1 st Floor -4- T 0 APPROVED AS NOTED RETURNED WITH CU7 I ACTION -ing Building 32'8" 25'11" 7 Supplies, INC. 0 NOT APPRqy.ED '0 SEE TRANSMITTAL LETTEI T 11155 Philips Parkway E. E. Jacksonville,FL 32256 COMMENTI Phone:(904)268-8225 Fax:(904)260-2981 BY 2 7 DATE T� VnM,MBS-CORP,COM FL CERT.25846 JAXTRUSSCcDM13S-Q0RP.G0M HULSBERG ENGINEERING,INC 4�1 Customer, 11481 ST AUGUSTINE RD.1202 Riverside Homes JACKSONVILLE,FL 32258 Job Name: A02 Birkett Residence t is tl con i, Lo u 138 ABCC -------- �------Scale: Toriwn!y�,: JobNum�r-CENTER-LVL 1899.31 ... BLUELINX ON-CENTER BLI-JOIST 16432.... BLUELINX ON-CENTER RIMBOARD 15432 N.T.S. 11/18/2017J J160599P FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638.... BLUELINX ON -- --- ---------------------------- —— — --- - — - LOADING CRITERIA ---- Otherwise, said claim will bedenied. All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. —_ -- -- T�Top,Chord Roof Floor Live Load 20.00 40/75 p.s.f..s.f.Chord Dead Load 7.00 10A0 p 21'3" 8'-- ---. — —— — 4,4„ Bottom Chord Live Load 0.00. 0.00 p.s.f. Bottom Chord Dead Load 10.00 5.00 p.s.f. c� ��3 \.. �� oad —_— 37 55/90 p.s.f. Jos 7r / uration Factor -_1 1.�5 �.00 Joe a ® 4v 0 J06 — --- — J09� �'�, l; a J09 °� Building Code FBC 2014 RES f'01 HTU26 - HTU26 - �.,� Wind Standard ASCE 7-10 CO2 _ . . ., - — - e -- .—_ — Wind Sped 130 m.p.h. p /� -... ....- 31'14• CO3 i -- Wind Usage RES. CAT if �• ,. e. M., e D06 Building Exposure C ' , N M , �h Building Type Closed o chi o � sp NOTE A IJ05 un N It is the responsibility of the buildingdesigner or architect to c / J06 4 ® NTUze N U N � provide an appropriate connection for trusses to supporting i HTu2e tO p structure per reactions shown on truss engineering.Special J07 N / considerations for mechanical equipment and/or plumbing(and D11r _= o their connections)in truss space must be diagrammed by the builder an approved truss layout prior to fabrtcaton. D02 1- ------- -I-- Manning Building Supplies is a truss manufacturer whose D10 responsibilities are limited to those described in WTCA 1-9995 (sections 6.0 and 7.0).Accordingly,it disclaims any Dog N " 7 r / responsibilities for the the construction design,drawings, i documents including the installation and bracing of trusses /! ~\\ manufactured, Manning Buildin Su lies. D08 / t r D07 „ { �.�� Warning o� • _ � / � Conventional framing,erection and/or permanent bracing is not r' the responsibility of he truss designer,plate manufacturer,or truss manufacturer.Persons erecting trusses are cautioned to G cc) J05 seek professional advice regarding erection bracingwhich is o , ®N, ........ ' ;� _ ---- --- always required to prevent toppling and dominoing during 1'6'1/4' o erection;and permanent bracing which maybe required in �. .._. 4 C Truss Connector Total List I ' of � ii specific applications.See'Bracing wood trusses commentary Manuf Product Qty Q -• - � `" `" and recommendations(BCSt 9-03)for further information. N - HTL12S 10 pl \ Dos "� '° �� '�� Trusses shall be installed in a straight and plumb position. -- --- — Where no sheathing is applied directly to the top andlor bottom D04 chords,they shall be braced as specitred an the engineered =Hand " \� design.Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. — IGHT o - D02 < I IGHT a / i x'2314^ — _ s'2314— N i HN28 ` L—.__— D01 J07 f E01 2) 7— J0 N Cr' HT'ik", HTU JO!: µ N. - a E02 � \\ /) -, o Ea—— J08(7) 13'5 1/2" 18'5 1/2" / -- —"._ ------------- a n^ --- �ssvz°----------- __--- -- E01 ------.----- -------- — Engineer of Record: 2nd Floor SHOP DRAWING REVEW DISPOSITION _-- — Jeffrey K. Hulsberg - FL PE ATTENTION;Review of shop drawings is only for conformance with #33�52 the design concept of the project and does not relieve the contractor of responsibility for any deviation from the requirements of the shop 11481 Old St.Augustine Rd#202, drawings.Contractor shall determine and verify all field measurements. Jacksonville,FL 32258 APPRQVED ®RETURNED FOR CORRECTION Manning Building 13APPROVED AS NOTED ❑RETURNED WITHIUT ACTION Supplies, INC. 11155 Philips Parkway Dr.E. Jacksonville,FL 32256 NOT APP10ilEi 13 SEE TRANSMITI E3 Phone:(904)268-8225 COMMENTS Fax:(904)260-2981 V�MNV.MBS-CORP.COM E3 ;BATE € f —�. JAxTRuss Mss-cQRp.Conn usto HULSBERG ENGINEERING.tier Riverside de Homes 11481 S7 A�tf""`„ Job Name: - Birkett Residence Lot/8ik%Subdiv 38/ /ABCC Scale: ate yawn By: Job Number. -CENTER-LVL 1899.31 ... BL ON-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 I N.T_S. 1/18/2017 J160599P FLORIDA PRODUCT APPROVAL CODES. MiTEK PLATES 15638.... BLUELINX ON ____- _— — l 8'_7" 14 NOTES 25-� 5331-411I 5'-8" 1. DOORS AND WINDOWS ARE APPROX. FINISHED 9 32 1� 112 a _ SIZES; REFEP\ TO MFG.'S SFEG SHEETS FOR 4'-10" ROUGH OPENINGS PRIOR TO FRAMING 4„d 6"d 2636 FXD (2)3°6o SH-EGRE55 SILL 9 4'-6"AFF SILL 0 2'-0”AFF r o I FRAME DOWN TO 0'-6Y2"CLG. LU U_ wl I -____--_-� i---------� � < �I I I Il 10 CLG. I LUQ lib 1 11 I �- ( � I 1 1 1 - � l T/^ I = 1'-4„ 8,4„ 1'-4" 21' 1 4, VVIR I 1-------J L-______—1 f� VV 11'0" I low 1"IERS' 1 ! 1 SUITE I PAVERS 7U I f I 2 4-8" I I 15'-6"X 16'-10" u s COFFERED CLG. 2,8, 2-1 2-102" 2,-3„ 3,-4„ 16,_0" I I I I I WOOD BEAMS w/T&G 1 _ o 06 r\ 1 1 1 I � 4" I O I --___—_- ------_ N LANAI „ - 3'- o I 9-32 I 1-3 6-6 4-5 2 f 3 2640 SH I I N SILL CEJ 4'-0"AFF 33'-4"X 10'-6" I i 2680 P KT. —— 10'-18"P L HT. _2X6s PAYERSOFFICE I OPY 6 SH-16"dF2C'50 .H_C_� \/ o iM� ca o �0 1680 o 0 o aFLEE- OWI`SEK ` _=4 ING N E ANDTUR = 10'ING CLG. , D/W SINK W/DISE . cs) 16080FRENCH S.G.D.EATH�N REVISIONS � 10CLG. 1680 0 fel TRY �� -n————-n— ---n 1q-4"KITCHEN 1 I I I 1 i 1 I 11 Move window & shutter 01-10-17 'Qn � � 140X20'-6'' II II ll II II II _ - Revise side gable for vaulted clg. 02-06-17 6'-4" 3'- 2'-8° 4'-4" 10'CLG.LG. I I I I I I I I I I 11 �- ` -` � _ o �c� j 8`-10" 1'-8" cv c Q 6"d 6"d TMPKD GLS. 6 SH-16 d , 11 11 I ! 11 1 I ENCLOSUKE� - L--I--j 11 1 1 11 1 I I I 1 I I oI I i ! 11 I IIS I I �� GAS <11 = I I 11 AMIL I I I I I z �' ST =11 ° I I 11 I I I I �a =� x STORAGE �- -I I 11 1 I 11 OO IT A WH HEAD CNT ' � UNDER Qt t I I I I I I „ , „ NICHE 5TAIRS = �, _ i 22 2 X 22 0 i 1 I I I GAS h 10'CLG. I I I I 11 11 VAULTED CLG. I I I l 1 GAs� STUB 10 CLG. o °°°� ° c"c�I I I I I I I IMOOTH CYPREjj I I 11 CD - _ a � o i I ----- �- __ Uj �L>=AMSw/T&_lL____1L.� _ .l �' � _ � 1 V S I' 'L'i E 3'-52 2'-11" 4'_4" 8.22.. ————�I— —f — —T ————��-— —� N 8� ; I I I I I 11 I I I I � o X r (n 6 WALL N o � I II II II II 11 SHELF __�a --- -- S" I I I I I 1 I 11 I ' I I 11 I I 11 GASB _ W D STUE3, I I 11 1 I I ! 11 an U_ L---=— ------J G _ an r:v, - � � PREPLUMiB ov L. �, :REF. ------ I I I I I I I I 11 Confidence- U With �N LNDKY SINK �' OY NS ____--- ----- _ O.H.0 I I i l 1 l 11 11 , N �, `f' UP 20 RISERS ! 1 I I I i = I I 0)o = { L N I)RY - „ a 1227+6 San Jose Blvd. Suite�2D 10'CLG. 7.1 RISE 2 3 4 0 I I I ! I I I - I I I l o 6 Jacksonville, Florida 32223 10.5 RUN I I i o 011 I I I I I 1a cLG. I I I i 1 I I I 11 bN Office: (904) 449-.1650 6 ALL I 7 www.myriversidehome.com 1 I1 II II I1 1I N � I 1I 1I I1 1I 11 - o H_ f Lot 38 i < N Q 5T0 N' � - � PROFJj A/C 0 z z COMM I " 1a cLG. m 10`C LG.S'-10" 742„ i � ;J I I '_6 _Cll� Atlantic Beach N 12'-82 v Club AIC i TANDEM CQ) 6 LITE Country FGYE1� FR aK. COMP I I PINING N 10 CLG. STUDY -!N a�N i G A�A G E 12'-3"X 14'-0'' SMOOTH ' i 12'-2"X 14'-0' r` $ DOOR IS 1 "MIN. 10'GLG. CYf KESS 10'CLG. i 11''8 X 12-8 c3 SOLID CORE OR 20 T&G I 10-1 PL.HT. > 1 MINUTE FIRE MECHANICAL EQUIFMENT NOTES: Birkett Residence o (SELF CLOSING) '15 a FbC-8302.5.2: DUCTS I��I ARAGE SHALL 13E MIN 26 GAGE� I A I 1 080 CNTR �LITE � = ALLOWED.SHEET STEEL WIT NO Of ENINGS INTO GARAGE �4 9 5/8"TYPE"X"GYPSUM I i o i 5OAKD OR EQUIVALENT TO TMPRD.GL .INSERT z W/(2}12" IDELITE FI3C-R, M1305.1.1: MIN 4' C ARANCE REQUIRED AROUND 1st Floor Plan —, I COV1=R GARAGE CLG. -' ALL SIDES OF MECHANIC EQUIP MENT AND LINE OF.2�0 FLcoK ADOVE 060 SH 3"60 SH 3°60 SH 3060 SH I COMFONENTS, INCLUDIIA DUCTS, 'WITH THE TOTAL 'WIDTH 1781 Atlantic Beach Drive SILL.C 2'-0"AFF SILL _ 2'-0"AFF SILL c�2'-0"AFF SILL c�2'-0"AFF I OF THE ENCLOSING SIVA BEING AT LEAST 12" WIDER � �, Atlantic Beach, Fl. 32007 z o THAN THE FURNACE OR HANDLER C 4-1 4-4 4-2 3-7 3-9 4-0 4-4 4-5 11 Q GROUND-MOUNTED MEC NICAL UNITS SHALL 5E 12'-72" 7-41 12'-9" I ANCH08ED IN ACCORDAN WITH �C-R, SECTION Drawn By Sheet r-----------i w z o I �' M1307.2. J A ATTIC ACCESS i �- E NTF.Y F 0F\CH I i Date t> 54.5"X 22.5"P\.,-,. 1 W u 1 .1 .2016 ----- ---- c� >~ 0 32-8"x6-8" I i z w 10'-11/8"PL.HT. I I P Scale - , ATTIC STORAv1 LU ©c� FTG. L A O TRUSSES w � ------ —_ _--_-- ---__--- --- Orr _ 1►-®ti o --- — --- --- — -- Plan of 15t. FLOOR 2432 Nantucket-Coastal II '7 � o z o 2nd. FLOOR 1441 GAF\AGE. �- C7 N24'-11"X 23'-6" o TOTAL LIVING 3873 Written dimen5ion5 Shall have precedence over e i p seal dirnen5ion5. 1 10'-1 g'PL.HT. 1'-2" LD 10'-2" 1'-2" 7'-4" 1'-2" 10'-2" 1'-2" GARAGE 826 Contractors 5ha11 verify and be responsible for dimen5ion5 and ENTRY PORCH 287 conditions of the job. o o LANAI 324 DIESIGN BY: i FEAR BALCONY 176 MICHAEL STAUFFER,ARCHITECT,AR13908 TOTAL COVFRED 5486 1093 AIA BEACH BLVD. SUITE#330 S7".AUGUSTINE BEACH, FL 32080 TELEPHONE: 904471-2552 IST FL00F\ FLAN 908°GARAGE D00K 9080 GARAGE POOR NOTE TO F12AME1�. DRAFTING BY: 771 EXTERIOR WALLS INSET 1/2" FROM SLAB EDGE 12627 San Jose Blvd. 2' C 1 0" 2-112" G "1 'L/ .J �� Suite 702 - 25'-11" 32'-8" ortlieast Jacksonville, JL'L 32223 58'-7" Florida Design,Inc- 904.260°3319 I� i NOTES ATTIC VENTILATION AREA CALCULATIONS C-�EN �':AL STAIR DETA I L. 5cALE;iv.r.5, 1. DOORS ANP WINDOWS ARE AFFROX. FINISHED SIZES; REFER TO MFG.'S 5FEC SHEETS FOR Excerpt of the 2014 Building Code,Residential ROUGH OFENINGS FRIOR TO FRAMING 8806.1 Ventilation required Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the 'STAIR NOTES: underside of roof r9ter5 Shall have cro55 ventilation for each separate space by Ventilating openin05 ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITION5,FLOOR COVERINGS,AND/OR protected against the entrance of rain or snow.Ventilation openings shall have A least dimension of VARIANCES IN CONSTRUCTION MATERIAL.ACTUAL CONSTRUCTION MUST COMPLY 1/16 inch(1.6 mm)minimum and 1/4 inch(6.4 mm)maximum.Ventilation opening5 having A least W/8311.7 OF THE FLORIDA BUILDING CODE,RESIDENTIAL. dimension larger than 1/4 inch 6.4 mm shall be provided with corrosion-re5i5tant wire cloth MAXIMUM RISER HEIGHT: 10"(N g ( ) p MINIMUM TREAD DEPTH: 10"(NOT INCLUDING NOSING) screening,hardware cloth,or 5irribr material with opening5 having a least dlmen5lon of 1/16 Inch(1.6 MAXIMUM RISER HEIGHT VARIATION: 3/8"(ENTIRE FLIGHT) rnm)minimum and 1/4 inch(6.4 mm)maximum.Openings in roof framing members shall conform to the MINIMUM STAIR WIDTH: 36" requirement5 of Section 12802.1.8.Required ventilation openings shall open directly to the,outside MINIMUM HEADROOM CLEARANCE: 6-8"(ABOVE N051NG) air. "HANDRAIL NOTES: Exception:Attic ventilation Shall not be required when determined not neee55ary by the code official ACTUAL CONSTRUCTION MUST COMPLY due to atmos heric or climatic conditions. W/8311.7.7 OF THE FLORIDA BUILDING CODE.RESIDENTIAL. p HANDRAIL5 SHALL NOT BE LE55 THAN 34 OR MORE THAN 38 IN HEIGHT ABOVE THE 5TAIR NOSING. 31 11 HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. 8806.2 Minimum Vent area. HANDRAILS SHALL BE 11/211 CLEAR OF ALL ADJACENT FIN15H The minimum net free ventilating area shall be 1/150 of the area of the Vented space. MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE 7'-2[1 6'-11 {' 7'-2" IN NEWEL.POSTS OR SAFE TERMINALS, HANDRAIL5 SHALL BE 1 1/4"-2"IN CROS5 SECTIONAL DIMEN510N,OR APPROVED EQUIVALENT,AND EDGES Exception:The minimum net free ventilation area shall be 1/300 of the vented space provided one or SHALL HAVE A MIN.RADIUS OF 0.01". more of the following conditions are met: HANDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 1_135 APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. 1.In Climate Zones 6,7 and 5,a Cl,-a55 I or f1 vapor retarder is installed on the warm-in-winter side of the ceiling. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR F� THE PRODUCTS THEY PROVIDE OR INSTALL. �� WRAPPED F.T.POST 2.At least 40 percent and not more than 50 percent of the required ventilating area is provided by U ��' .�'�. TO 8x8 ventilators located in the upper portion of the attic or rafter space.Upper ventilators shall be OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR located no more than 5 feet(914 mm)below the ridge or hi&,5t point of the space,,mea5ured AN ORNAMENTAL PATTE N SUCH THAT A IN < _ U FEF F'OP\CH - vertically,with the balance of the required ventilation provided by eave or cornice vents.Where the 4 PIAMETEP SPHERE CANNOT PASS THROUGH. 4 Q location of wall or roof framing members conflicts with the installation of upper ventilators, THE GUARDRAIL CONSTRUCTION SHALL BE 214"X 8'-0" im5tallation more than 5 feet(914 mm)below the ridge or highest point of the space shall be ABLE TO RESIST A LOAD OF 20 LBS 9'CLG. permitted. PER LINEAL FOOT APPLIED � 4._71.. 4,-7111 HORIZONTALLY ALONG THE TOP RAIL, `� 7 12-0 2 8806.3 Vent and insulation clearance. 4"SPHERE Where cave or cornice Vents are installed,insulation shall not block the free flow of air.A minimum of GUARDRAILS SHALL NOT BE MAY NOT PASS - a 1-inch(25 mm)space shall be provided between the insulation and the roof sheathing and at the LESS THAN 36"IN HEIGHT. THROUGH I location of the vent. THE TRIANGULAR OPENINGS TTH PHERE AT STAIR TREAD,RISER, T'NOT PASS 0 8 Ventilation Re ul�ed BOTTOM SHALL BE SUCH J"WFICE Co"' (0 UVY ©UGH - 12 6 SGD a THAT A 6"DIAMETER cr} 0) LL - SPHERE CANNOT PA55 THROUGH. Q iY <C NOTE:SPRAY FOAM ATTIC INSULATION-NO VENTING REQUIRED '0 REVISIONS Cn' f�EC. f�OOM Move window & shutter 01-10-17 204"X 21'-6" 3'-11 " 3'- 5'_q2„ 3.6„ o Revise side gable for vaulted clg. 02-06-17 9'CLG. FLOOR TRUSSES LOADED o FOR POOL TABLE (2)3°5°SH-EGRESS o SILL 0 2-0"AFF _ LL fN cS) t� LL 1/11-611 '-8" N w DOWN 20 RISERS -< I fl L`` 10.5"RUN 7.1 RISE Lu S D II ( I s n _ N 7:12 I 2 I{ ( s 13E)KOOM #2I 1( 1 I J F ----�I I C---- I� I 14'-9'CLG.6 LI - _ I 11 —� I I � FUTURE � _ . H 7:12 wd on f t enc q WET F3AR II i i i I ( ( rRE�LUM� 12276 San Jose Blvd., Suite 120 I I i I I H t4o 1 SINK _ I + -� - Jacksonville F'lotida 32223 L --Q C— (L —� 0 Q Q C '�'F ---- / C\1 Office: (904) 449-1650 FL- f ITCH BREAK c-_�,-I www.myriversidehome.com I I NIC 5 SH - (2)2°8° C\1 n I ( W �} �? I I v FRA S _ I LINEN F-1 7:12 LINEN STACK I ' � I — —ROD&SHELF LF - - c I I � ENCLOSURE _ �r Lot 38 0 a aj T TRLSv I I I I I i i II I I I � k- �� 2 Qv L/A �� b _ �„ '�' ✓�$1 u' 1 " ' " 7 Atlantic Beach I 7 11) I[ I I - { I N I1 _ � 5-10 -� 4-4 4-3 4-4 2-8 J � �, � 11---------- l i + I I i t , --- w p p - ._.. G J C,LG a� r-----�I-- i III F__z� c.==� ! i O _ < Lo I I�ll Lam-—- -______=___� = Q HEA13ATH Country Club Li LU Q0 2 2 r -- 5� O Q 7:12 i -1 o MIN.ATTIC xo WALL 7:12 n 7:12 t(-1 n I I ( - RIDGC cfl L SS �o ROD&SHELF SHELF L- c� ( r-- —=11===--------�I �`*(I I 28 (2)2080 I I IIIIII L lIIl IIII ---------- vI Ocid o & B*rkett Residence _ I1I I1IIi Ls< ' " 4'-6' 6'-0 u N Roof Plan/ I I I t= 71N2 48P tc) 4'-Q ii SHELF i 712 O - 11 11 �- 2nd Floor Plan II 7:12 E 7:12II iw ? n u c� I ( �1f i 712 f I '7:12 I I 7:12 268° _ 1781 Atlantic Beach Drive ,i 71 i i i f i I �� f� I '>� ;N ='N 13E1)F\'00M #� Q Atlantic Beach Fl. 32007 I I I ----------- 1 �- -----�I I- - I -- L-- --� _--------- f —� l=am — — �� Cs __J 0) y 9 CLG. 'OO 13E[)F\ Y I 4 9'CLG. Drawn By II 11'-9"X 15'-8" sheet N c; 9'CLG. ARJ/MA < Iiw _• Date 12.14.2016 I I ' `_` ❑ 1771 ❑ ❑ 1:1 � aU FRAMELESS II PGL GL�, (nENC z� Scale 1/4�t = 11_011 7:12 7:12 y v ¢ Of Plan Nantucket- Coastal II 7 0 2036 SH SILL Cad 4'-6"AFF I { (2)3P!50 SH-EGRESS SILL 9 2'-0"AFF Written dimen5icr,5 Shall have precedence over Scale dimen5ion5. n -�- j " 3- 1, 61' Contractors Shall verify and be re5pon5ible for dimen5ion5 and GAEL 11 �� L I____ 2-4 10-10 1-10 7- conditions of the job. lo 13'-22 51 -5" 12-82" r�:V -521 DESIGN BY: 31 11„ MICHAEL STAUFFER,ARCHITECT,AR13908 1093 AIA BEACH BLVD. SUITE#330 L A N 0 0 F ST.AUGUSTINE BEACH, FL 32080 TELEPHONE:904-471-2552 2N [) FL00F\ FLAN DRAFTING BY: 12627 San Jose Blvd � Site 702 o e t Jacksonville, FL 32223 Florida Design,Inc. 904,260,3319 1 NOTES 25'-4" 33'_4" QSP ROOF UNDERLAYMENT FASTENED SHEATHING 1. DOOM' SILLS ARE NOTED FOR ALL EXTERIOR PER FBC R905.4.3 ROOKS - REFER TO MANUF/AGTURER5 SFECIFICATIONS FOR REQUIRED SLAB RECESS FASTEN METAL PER 12 r------ F5CR905.4.5 7� I ; � _ _ _ _ _ _ _ - - -;-;- - - - - - - - - - - - - - - - - - -� I FRIORTO FOURING CONCRETE 1'-8" 2'-0" I c I i t ii I I 2x8 BTWN.RR I I I I I 12 1x6 T+G 3.5 r—M�NSv� I I I I I I I ��0� TRUSS I , w � I I F DR>z 2X8 RAFTERS,NOTCH4" 3 /� I � FOR T&G C XFOS NICHIHA 4 x 2 I I FASCIA BOARD — 2"DRYWALL CLG. I fl I 45°ANGLE 2X6 ! 2-2X6 TOP PLATE /"\ ROUGH OPNG HEAD HEIGHT HARDIE OR NICHIHA SIDING I I I I I i HEADERS I I I I I I I L _ WHERE I i - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - _ _ _ - - - - - - - - GASB I 2X6 QccuRING I ; I I I I STUD I I I ( II c FAVI Rs I I L ' I I I " I( 4I — PI11 1fff -22-'_-8" 2'-102„ 2'-72 — �;'r1iI1iI III`IIIIIIIIIIIIIIIIIIIff 7R L, 51-211 LU PAVERS L------ -----_l _J LL _J - L 2X6 D/W SINK W/DISP. 16°SILL L� r R-19 INSULATION 7/16"OSP WALLSHEATHING 6-521" 6-9"[ 4,0" 4'-0 OFFICE COPY 2X6 STUDS 1/2"DRYWALLVAPOR BARRIER.SEALED AT � _J Y') [301-TOM PLATES. L----- TDP& F--I I i SUSFLOOR HAR PIE OR NICHIHA SIDING 4 c =, , REVISIONS N, S ! Move window shutter 0 1-1 0-17 RECESS Ia FLASHING FLOOR SLAB FO �______ __ Revise side gable for vaulted clg. 02-06-17 2X10 TRUSS HOWER ISLAND DRIP 6'—LOCATION FOR 4"CONC.SLAB W/95FRMESH OR ELECTRIC 6x6x10 W.W.M.ON 6 MIL.VISQUEEN `D (D OVER CLEAN,WELL COMPACTED HARRIS OR NICHIHA SIDING HEAD GASTERMITE TREATED FILL SI -------- a TRLSGS G S Cf c000o UB &00 'PREPLUMP LNDRY SINK -J I TY . 2nd LOOS WlGAlOVr E K S I D SCALE:1/2"=1-0" 51; L' I i i rB REF. L------ - ------------------ C) 6. 1o-12: Build With onfenc oSB ROOF SHEATHING 12276 San Jose BdSuite 120 Jacksonville, Florida 32223 uNDFRLAYMENT FASTENED PER FSC 8905.4.3 12 ---------------------- IE�! f ��.' � cNa � IIIIIIiIIIIIII(IIIIIIIIIIIII 12'-3" �IIIiIi �IItI�I 3'-10° 10" 10" IIii1I--IIfiiI►I(I�o - -`�'_�—�-----------IlIIIIIIIIIIIIIII( �iiI;I;iiiIiiIi1i1I;IGfI;I'I 1IIIIIIII --------------------------------- —--------�- - - --- ------r------�—-------r—-- -----�—IIiIiIIIIIIII II III( — - ILiIIi Ii - —�IIIIIIIII I I I I � O fce: (9D'4-0)" 4 4 9- 1 6 5 0 7 u www.myriversidehome.co m FASTEN METAL PER FSC R905.45 A/C _g, 2'0COMP ° 2X8 STWN.RR WC Lo} 8 1x6 T+G 12 3.51 i C) A/C TZUSS �61_ Atlantic BeachCOMP 2X8 RAFTERS,NOTCH 3/4" FOR T&G CEXPOSED TAIL Country Club NICHIHA x 24 DR WALL CLG. FASCIA BOARD 2X6 2-2X6 TOP PLATE - 45 ANGLE ROUGH OPNG HEAD HEIGHT LJ VAPOR BARRIER.SEALED AT TOP&BOTTOM PLATES. 2Birkett Residence —1 -- 7 i------J L 7 F L------ 4"CONC. SLA5 4SLAS FLavout C) WOOD FLOOR SYSTEM PER 1781 Atlantic Beach DriveSTRUCTURAL PACKAGE Atlantic Beach, Fl. 32007 C) HARDIC OR NICHIHA SILL Drawn By Sheet 1/2"DRYWALLDate 2" 12.14.2016 2X6STUD5ON} Scale (R-1911 1r4 = 1 HARDIE OR NICHIHA SIDING 2X6 BASF PLATE of Plan Nantucket-Coastal II 7 1-116"0513 WALL SHEATHING ` � L NC I Written dimeriNon5 Shall haveprecedence over Scale dirnen 5io n5 . Contractors Shall verify and be re5pon51ble for dlmen5lon5 and 8°CMU conditions of the job. FOUNDATION DESIGN BY: FOOTING PER MICHAEL STAUFFER,ARCHITECT,AR13908 ENG. L 1093 A1A BEACH BLVD. SUITE#330 NOTE: ST.AUGUSTINE BEACH, FL 32480 TELEPHONE:904-471-2552 LAYOUT FOR CONCRETE FOKMING AND 12LUM13ING LOCATION \EFE ENCS ONLY. 9'_0" 2'-o" 9'-0° 31-011DRAFTING BY:REEF TO ASSOCIATED ENGINEEKING DRAWINGS 26_0YFICAL WALL SECTION FFo� FooTE� LOCATIONS SND DETAILS. 58-8" SCALE: 12627 San Jose Blvd Suite 702 Jacksonville, FL 32223 FOUNP/ TION LAYOUT orcheast FloriDesign,Inc 904,260.3319 � , , INOTES 5UILDING HEIGHT" 12x24 FIXED W/5AHAMA STANDING SEAM 7r- SHUTTER OVER METAL.ROOF(TYP) I HARDIE OR NICHIHA SHAKE 51DIN G(TYP) PLATF HEIGHT L.LL I A -.O� 1—LL LL 18x;0 FIXED GL.5 W/E3AH,AMA SHUTT EK OVER(TYr Or 4) ------ — PLAT HEIGHT =rm 4"TRIM HEAD EIGHT (TYP) _ - HARDIE OR NICHIHA SIDING(TYF) _ 12 FINISHEDFLOOR _ _ _ 7 _ SPECTIS#2899 OREQUIV. 2"TRIM OVER OFFICE COPY PLATE HEIGHT 6"TRIM TYP. REVISIONS PERGOLA EFTEP\XPOSEP TAILS RAFTE.R Move window & shutter 01-10-17 —1 L �� -k 0 IL S 1'FCT IS#2899 OK EQUIV. FINISHED FLOOR i-� N UNION JACK FF\01`�'T EDESIGN TYP. w Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, F`lofid,a 32223 12 STANDING SEAM 71 Office: (904) 449-1654 METAL ROOF(TYP} www.Yn nvG'YStde�t4YtZe.0®IY� f Lot 38 Atlantic Beach Country Club PLATE HEIGHT EXPOSED - BirkettResidence RAFTER TAILS � -COLUMN (TYP) ~fin a� RAILING 8" WALL (TYP) Vv/GAP levationsE 1781 Atlantic Beach Drive -_ FINISHED FLOOR Atlantic Beach, Fl. 32007 PLATE HEIGHT Drawn By ARJ/ IA Sheet PERGOLA (TYP} PERGOLA Date 12.14.2016 Scale 1,4" =�� O SPccTIS#2899 0 Plan OR EQUIV. Nantucket- Coastal II ? SPECTIS#2899 OR EQUFV. Written dirnen5ion5 Shall have precedence over Scale diriorNon5. Contractor--Shall verify and be responsible for dimen5ion5 and conditions of the job. FINISHI=D FLOOR DESIGN Y: 2"TRIM OVER � 6"TRIM TYP. c' MICHAEL STAUFFER,ARCHITECT,AR13908 1093 A1A BEACH BLVD. SUITE##330 LEFTSIPEHARDII 0R NICHIHA ST.AUGUSTINE BEACH, FL 32080 SIDING TYP) TELEPHtJNE. 904-471-2552 /-,RDIE OR NICHIHA SIDING(TYP) DRAFTING BY: 12627 San Jose Blvd Suite 702 ym ortheast Jacksonville, FL 32223 Fienda Design,Inc. 904.2 .3319 NOTES 7 STANDING SEAM METAL ROOF(TYT11 11 04�) 7f PLATE HEIGHT EXPOSED RAFTER TAILS 8x8 ,ISP COLUMN 6� 36"h NG (TYP) RAILI LL- 7A7 XA (TYf} 12 7 FINISHED FLOOR OFFICE COPY - PLATE-HEIGHT REVISIO►NS PERGOLA Move window & shutter 01-10-17 (TYPj cn 13AHAMA Revise side gable for vaulted clg, 02-06-17 SHUTT R o SPECTIS#2899 OR EQUIV. 16''COLUMN (TYP) t - FINISHED FLOOR 1KIM 0VFKSFEC715#2£399 6"TRIM TYP. OR EQUIV. I V '0" I uV""' E KEAK E , sit Id With Confidence 12276 San.Tose Blvd., Suite 120 Jacksonville, Florida 32223 Office: 904 449-1650 www.mynversidehome.com STANDING SEAM vI TAL ROOF(TYP) Lot 38 12 17 A + o tip Beach H/WPIE OR NICHIHA SHAKE 12 SIDING(TYP) Country Club 71 PLATE HEIGHT 3AHAMA SHUTTER(TYP) EXPOSED Birkett Res*denc* e PLATE HEIGHT _ 8x8 RAFTER TAILS - - - - - - - - - - - - - w -- � COLUMN 18x30 FIXED GLS W/E3AHANAL (TyP) o� -1 SHUTTER OVER(TYP OF 4) 36"h T1 11RAILING(TYPj Elevations 1751 Atlantic Beach give FINISHED FLODR1 �, -- Atlantic Beach, Fl. 32007 so 3.� PLATE HEIGHT - - ,� i�►rawn By ARJ Sheet pool- Date 12,14.2016 i y7— Scale SPECTIS#2899 1/4'° = 1'-011 -1110l L oTz EQUIV. Flan of o - Nantucket-Coastal 11 17 SPFCTIS#2899 OF EQUIV. i Wri-t✓-�en dimen�iona shall have precedence over 5caie dimen�ion5. Contractors shall verify and be re5ponible for dimenian and eondition5 of the job. FINISHED FLOOR - - - - DESIGN BY: At MICHAEL STAUFFER,ARCHITECT,AR13908 1093 AIA BEACH BLVD. SUITE#330 13AHAMA SHUTTE2 JMON JACK DESIGN " 2"TRIM OVER ( TRIM 16"COLUMN ST.AUGUSTINE BEACH, FL 32080 HARDIE OR NICHIHA (TYPj TYP) 6"TRIM'Tyr. TELEPHONE: 904-471-2552 (TYF SIDING TYP) F\IGHT SIPE ELEV/�TION { HARPIE OR NICHIHA SIDING(TYP) DRAFTING BY: - 12627 San Jose Blvd Suite 702 ardieast Jacksonviffe FL 32223 F oricL DesignInc. 904.260.3319 i i NOTES ELECTRICAL NOTES ELECTRICAL 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE.OF THE SOX TO CEILING MOUNTED LIGHT 110 DUFLEX OUTLET AFCI PROTECTED =0 E3E: 12"AFF GENERAL. - KITCHEN 44"AFF- DATHROOM 39 AFF 44 AFF WITH RAISED VANITY - LAUNDRY Y ROOM 36"AFF- EXTERIOR WATERPROOF 12"AFF TO 42"AFF -GARAGE.GENERAL PURPOSE-44" AFF- FULL-CHAIN pc HALF-SWITCHED OUTLET =4; KITCHEN ISLAND OUTLETS MAXIMUM OF 12 BELOW COUNTER SURFACE. I 2.ALL TRIM PLATES& DEVICES TO 13E GANGED,WHERE P055113LE. WALL MOUNTED LIGHT GFI DUFLEX OUTLET � 3.ELECTRICAL SWITCHES TO 13E AT 42"CENTERLINE ADOVE FINISHED FLOOR. GI 1 4.ELECTRICAL PLAN IS INTENDED FOR SID PURPOSES ONLY. ALL WORK SHALL �E DONE IN STRICT RECESSED LIGHT FIXTURE (5 WEATHER FROTECTED OUTLETWp, � ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, 13Y A LICENSED ELECTRICAL RUN CONDUIT FOR CONTRACTOR WHO SHALL �F RESPONSIBLE FOR THE INSTALLATION& SIZING OF ALL ELECTRICAL,WIRING FUTURE & POOL ! ACCESSORIES. S�'OTLIGHT (0 CEILING OUTLET � EQUIPMENT ! ! ! —— — 5. SMOKE AND CARBON MONOXIDE DFTECTORS SHALL 13E IN ACCORDANCE WITH 2014 FLORIDA 13UILPING EXHAUST FAN W/ LIGHT - FLOOR OUTLET r — --I I-—�"'�"———-1 CODE, SECTIONS 8314 AND 8315 ! I I I I 639n21�DE AFC15 (ARC FAULT INTERRUPTERS)IN DWELLING UNIT BRANCH CIRCUIT LOCATIONS PER F13CF EXHAUST FAN 0 220 OUTLET E ! ! 7..GF15 (GROUND FAULT IN FOR WATER'.AREAS AND OUTDOOR CIRCUITS PER FCR E3002 FLUORESCENT FIXTURE SPECIAL I 'URP05E OUTLET � ! \\ ! I F1 ++ I 8. ALL PERMANENT INTERIOR LIGHTING 15 100% HIGH EFFICACY CIFL/LED LAMPS PER FE3C EC 8404.1 t ' PP �& CARRIAGE LIGHT � SWITCH 'I ' I i FRIAC NLY I DOU13LE FLOOD LIGHT 3-WAY SWITCH + I 11 I I ! I-- RANI=L SOX 4-WAY SWITCH �. I' I I ; / �� I ; I ---------- ------ — --------.---------- SMOKE. DETECTOR DIMMER SWITCH p J I J1 I I ! I WP/GFI ' CAR13ON MONOXIDE DET. TELErHONE r / ! I ,' � III 1► I � I CABLE TV ___--__ PRCWIRE& GTv --lJ_ PRACE ONLY ! \ O / X11 FREWIRE & DRACE _Jt L-— �—®._J \ CEILING FAN WITH LIGHT '` - I I ! + I I _ n I 1 1 PREWIRE& } REVISIONS SINK �/ J W1',GF I I BRACE ONLY f/'`=' W/015 P. r, Move window & shutter 01-10-17 3 — r ---71---- Revise side gable for vaulted clg. 02-06-17 O c> -- + I Irqp e I li 11 II II 11 Il Il r a CLo�ET IGHT �, '\ I I `, 1 I l,l'' I I 1 I I I 1J I I `� ` (PREWIRE) I(D o o ` '� 1 I /ffi Ib L) 11 PRE E& I ° f ano' o .'' PRAC NLY 1 I r 1 I 1 \ ,J TO LIGHT GI I �` I I I—�.—L L— .�_J L PREWIRE& j I J J J �.,.�- ._ I — — + PRACE ONLY I �_4 -- ° I + 11 SII II II II J + ■ r--�--, I C� I W I I D Build With Confidence I 1 0I \\ ----- -----J ; o -1'I I I- ~ -_��_ 11 + I I ' ~� 12276 San Jose Blvd., Suite 120 l ,. �} ----''r44 ca--TI I I 1 r`--6o ° I ; Jacksonville, Blorida 32223 Office:fice. (904) 449-.1650 PRACE ONLY � IRRIRCUITON www.myriversidehome.com Wp,G I _ 1 II II II II I1 �EPVICF OUTLET I U `� I I1 II II II II ' tLot WrI/On � I / 1 1 r 38 ADDT'L I APM t J ..T:— . . .� ® .._— e Ji OUTLET I OUTLET �.�--- -------------- --.— i �/ // 42"AFF I 42"AFF I _ __ _ APOVE BAR PREWIKE r� L ' t ,� _ \ OUTLET* WET PAP i1 J� J'f // Atlantic Beach I II \ A/C I \ -42"AFI 1 J J I `\ Count Club I LOCATE I PANEL i J J 4 A/C 1 PDX COMP. T ► - - - - - - -- GFS i _�} • R \ Ll Bir ett ResiN." C ence PREWIRF& \�, \\1 O PRACE ONLY &SWITCH !� 1 r' -1`�\ \� _ ,' " 1'r - :Electrical Flans 4 ILOI I ——J _ _ _ _ _ _ _ _- 1781 Atlantic Beach Drive I L_+.-----------._ .— !��- -_ J 1 JJ 1 co � — I Atlantic Beach, Fl. 3207 I , Drawn By Sheet X I I r1 T 12.14.2{}16 Late -----" --------- I I J �� `, Scale v� /� I 1 1 // 1�4}f 1'-0 tJ L----------- � / I ' ' P2EWIPE& I Plan Nantucket- Coastal lI Q7 PREWIRE& i PRACE ONLY BRACE ONLY Written dimen5ion5 5hali have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and condition5 of the job. + @=GFI ` G.D.O. GDO DESIGN BY: tt INSTALLED INSTALLED i / /' i MICHAEL STAUFFER,ARCHITECT,AR13908 1093 A1A BEACH BLVD. SUITE#330 ST.AUGUSTINE BEACH, FL 32080 tt TELEPHONE:904-471-2552 t + SFT DI�■ ■ING BY. r i 2N [) FL00F\ ELECTP\IC/ L FL/ N12627 San Jose Blvd 15t FLOOFELECFLf"" LN Suite 702 ---- ---- --- _____-_�'' acks®nville FL 32223 orth7111C. Florscla Design, 904.260.3319 � INSTALL SHINGLES OVER FLANGE Qa HEAD VALLEY SHINGLE INSTALLATION: NOTES FIBERGLASS SHINGLE INSTALL SHINGLES USING WEAVE METHOD g OPT.PROVIDE LEAD VENT ROOFING OVER 15#FELT BOOT WITH INTEGRAL FLANGE I{ {I OVER 7116"OSB OVER 1.EXTEND(1)FULL END SHINGLE MIN.12"PAST I PRE-ENG WD TRUSSES CENTER LINE OF VALLEY.SEE MANUF WRITTEN SU GOtjR ROOD ° °\\ VENT FOR SIZE&PLUMBBING 1 I INSTRUCTION FOR ADDITIONAL INSTALLATION { INFORMATION \ I I i' lslpE O a °\\ PREFORMED FLEXIBLE BOOT 2,DO NOT NAIL 6"MIN.FROM VALLEY CENTER LINE FLASHING W/INTEGRAL FLANGEi� SET IN PLASTIC ROOF CEMENT -------I �. ' TEMPORARILYCUR FOLD-UP R CU BARRIER R BARRIER(OR UCK FLAP 45°ANGLE UNDER) HEAD SRP INSTALL SHINGLE FLANGE OVER BASE I I FIBERGLASS SH►NGLE I ROOFING OVER 15#FELT �� o °�`.�` i ° o { OVER 7/16"RADIANT BARRIER 135° OSB OVER PRE-ENG WD '' TRUSSES MODIFIED 9"CUT IN 24"WIDE METAL VALLEY WEATHER BARRIER FLASHING OVER 15#FELT LINE OF WINDOW OPENN a G'- o �Gp AT JAMBS AND SILL FOLD WEATHER BARRIER 1N e ° MECHANICALLY FASTEN ° 6 FANNEQ fDGE(GAP,NAILS, STAPLES)IF REQUIRED BY FLASHING MANUFACTURER NOTES: UNDERLAYMENT 1.INSTALL IN STRICT ACCORDANCE WITH OVER VED WDSTU WALLTHER {NE FLA HING @ BARRIER OVER SHEATHIN SELF-ADHERING FLEXIBLE Ir TYP. MANUFACTURERS WRITTEN INSTRUCTIONS avER IND sruD WALL MEMBRANE FLASHING LL SILL EXTEND FLASHING UP 2.APPLY ROOFING CEMENT OR SELF-ADHERING JAMSSB"MIN. �+ �1 FLASHING OVER FLANGE AT HEAD ONLY STEP 1 STEP 2 STEP 3 PLACE SHINGLES 3/8" VENT STACK FLASHING DETAIL VALLEY FLASHING DETAIL OVER EAVE&RAKE EDGES TO PROVIDE DRIP N.T.S. N.T.S. EDGE ALONG RAKES,CEMENT SHINGLES TO UNDERLAYMENT &EACH OTHER IN A 4"WIDT _ FIBERGLASS SHINGLE ROOFING OVER OF ASPHALT PLASTIC ROOF CEMENT UNDERLAYMENT �� WALL SHEATHING ISH INSTALL SHINGLES OVER OFF-RIDGE VENT FLANGE AT >w STUCCO/CV FIN HEAD NON-CORRODING _ ASSEMBLY W/15#FELT 'r I GALVANIZED METAL OFF-RIDGE MTL EAVE DRIP >v OVER APPROVED WEATHER VENT WITH BAFFLE.SET IN ;r''yy I' •',o R i APPLY 3J8"NOM. 1 TRIM 6"-7"FROM END BARRIER PLASTIC ROOF CEMENT OR CONTINUOUS BEAD OF INSTaLL4"WIDE 5' OF FIRST SHINGLE - 'f >yf,� LAP FELT AND WEATHER SEALANT SEALANT AT JAMBS&HEAD I:; I INSTALL WINDOW PLUMB, SELF-ADHERIN ` «.''f �' BARRIER OVER VINYL - OR APPLY TO BACK ; I LEVEL$SQUARE PER MEMBRANE FLASHING TRIM TABS FROM ALL ,.�" STUCCO STOPMIEEP WINDOW NAILING FLANGE IN MANUFACTURERS WRITTEN OVERNAILING FLANGE S CHED STARTER COURSI=---a'.�' SCREEN LINE HOLES OR SLOTS I? I INSTRUCTIONS JAMBS SHINGLES I EXTEND 15#ROOFING FELT HOLES oRSI ors {c 1 COURSE I = UP WALL 7"MIN. STARTER COURSE INSTALL OFF-RIDGE ,_„ I .•. 5x5 METAL FLASHING OVER VENT FLANGE OVER ROOFING FELT(NAIL TO SHINGLES AT BASE ` i ROOF DECK NOT WALL 7/16"OSB OVER :. I z ::. F, g SHEATHING) PRE-ENG WD E END E E ..::,:iir;::.:_-:.- I .•.•,::.;.;.:: FLASHING MIN.1"BELOW .. f �� SILL FLEXIBLE FLASHING iv CAP SHINGLE-DO NOT NAIL TRUSSES INSTALL WITH ROOF CEMENT :: PLACE SHINGLES CLOSE I ;V SHINGLE ROOFING TOGETHER BUT DO NOT `~:: NOTES: STEP 4 STEP 5 STEP 6 ALONG RAKES,CEMENT ROOF CEMENT . ` 1.INSTALL IN STRICT ACCORDANCE WITH SHINGLES TO UNDERLAYMENT REVISIONS &EACH OTHER IN A 4 WlDT ��. �` MANUFACTURERS WRITTEN INSTRUCTIONS OF ASPHALT PLASTIC ROOF p_ CEMENT i ,- '�` 2.APPLY ROOFINf�CEMENT OR SELF-ADHERING M�Vf'r W1�I.ddW CJS. shutter 01-10"17 FLASHING OVER FLANGE AT HEAD ONLY NON-CORRODING �' ' PLACE SHINGLES 3/8" MTL SAVE DRIP „�� OVER EAVE&RAKE FOLD WEATHER BARRIER " DOWN&TAPE DIAGONAL,_ Revise side gable for vaulted C g02-06-17 INSTALL 0 WIDE HEAD OF EDGES TO PROVIDE DRIP i/+� [h' OFF-RIDGE VENT FLASHING DETAIL GUT&ACROSSWNDOW EDGE WALL FLASHING DETAIL — STUCCO SELF ADHERING MEMBRANE FLASHIN OVERNAILING FLANGE N.T.S. HEAD COURSE /� N.T.S. EXTEND SELF-ADHERING MIN; SEAL WINDOW FRAME TO FIRST V iJ U RS E MEMBRANE FLASHING 1` ` MIN.BEYOND JAMB INSIDE OF R.D.WITH FLASHING SEALANT AT SILL AND A MINIMUM 12"UP BOTH JAMS TO FORM A BACK — STUCCO/CV FINISH NOTE: DAM,SEAL BALANCE OF 1.WINDOW INSTALLATION& MIN." FRAME WITH SEALANT OR WALL SHEATHING ASSEMBLY FLASHING DETAILS ARE LOW-EXPANDING FOAM (PROVIDE BACKER ROD - - CONSISTENT WITH ASTM2112 WHERE REQUIRED) SYN WD SIDING OVER LAP BARRIER OVER NAILING METHOD A-1 EXCEPT APPROVED WEATHER FLANGE SELF-ADHERING MEMBRANE �' 11-1/2"t0 12-1/2" BARRIER FLASHINGS ARE USED. 11-1/2 to 12-1/2 ::...:. ;. VINYL DRIP/WEEP SCREED 1"to 1-1/2" 1"to 1-112 LAP WEATHER BARRIER OVER - `' :•...:..:.:.....:...,.: 2.IT IS THE INSTALLATION — — —— METAL FLASHING AND SECURE CONTRACTORS F C 0 0 WITH STARTER STRIP �``: 5"x5"METAL FLASHING r THE RESPONSIBILITY TO VERIFY THE COMPATIBILITY OF ALL I I t �" PRODUCTS INCLUDING KICK-OUT I I EXTEND 15#ROOFING FELT I FLASHING(SEE i (M�NJ WEATHER BARRIER,SEALANT in UP WALL 7"MIN. r &SELF-ADHERING FLASHING DETAIL) `. r MATERIALS USED DURING IVEKS11JE `� �``.�I i CONSTRUCTION. -r I INTERIOR VIEW g z 5x5 METAL FLASHING OVER a, ' STEP EP STEL[' C7 STEP Z I ROOFING FELT(NAIL TO ROOF �'' I 3.INSTALL ALL MATERIALS PER P• I EXTEND KICK-OUT 2" i MANUFACTURERS WRITTEN SHINGLE NAILING �' T DECK NOT WALL SHEATHING) BEYONDFASCIA�� ,o1 1 j SPECIFICATIONS. CAP SHINGLE-DO NOT NAIL L INSTALL WITH ROOF CEMENT SEALWARANT/FLASHINGS ° SEALANT/FLASHINGS MAY REACT ADVERSELY IF NOT SHINGLE ROOFINGan COMPATIBLE. ROOFING DETAILS ROOF CEMENT FELT UNDERLAYMENT N.T.S. `tee SHINGLE ROOFING i d Wit'--h Confidence NOTE:DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, MTL DRIP EDGE ` ,,, FASCIA NOTE:INSTALL KICKOUT FOR SLOPES BELOW 4:12,ALL ROOFING UNDERLAYMENT FLASHING AT BOTTOM OF SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED ROOF&WALL INTERSECTIONS WATER .12274 San Jose Blvd., Suite 120 E Jacksonville, Florida 32223 BY THE SHINGLE MANUFACTURER FOR USE ON LOW WINDOW FLASHING INSTALLATION DETAIL SLOPE ROOFING PROJECTS WALL FLASHING DETAIL - LAP SIDING WALUKICKOUT FLASHING DETAIL N.T.S. Office: (904) 449-1650 N.T.S. N.T.S. wnw«myriversidehome.coo 000 12 Lot 38 7 o ....... .. Atlantic Beach NOTCH 2X8 .---'' .......... TAIL 9 BEAM 12 �- 000� APPROVED WEATHER ... .. .: :::. ountClub BARRIER OVER .. SHEATHING ..I.. ...... 0001 7 ao 2X .I . . INSTALL DDDR PLUMB, LEVEL&SQUARE PER .... ....... .. ...... ... MANUFACTURER WRITTEN LINE OF DOOR OPENING ......' INSTRUCTIONS 12 ...:�..: ... CUT WEATHER ..•. BARRIER ......... . ..... FOLD WEATHER .......... ... BARRIER IN AN 1i 0.i AROUND JAMBS ......... ....... . . Birkett Residence //�� L - SET THRESHOLD IN BOTTOM OF BEAM •.�I.-.�.-.... - � BED OF SEALANT . APPLY SEALANT AT CORNERS&FRONT EDGE '.. OF THRESHOLD _ STEP 1 STEP 2 STEP 3 - Flash* Details T' NOTE:AT UNPROTECTED DOORS,BOTTOM 1/4th OF JAMBS SHALL BE COMPOSITE,P.T. 1751 Atlantic Beach Drive OR OTHER DECAY RESISTANT MATERIAL Atlantic Beach, Fl. 32007 SELF-ADHERING MEMBRANE - FLASHING OVERLAPPING ......... ... DOOR FRAME 1/4« ..... _ „ Drawn By Sheet 0 ... ARJ/MA ....... EXTEND SELF-ADHERNG . ....... .. ... MEMBRANE FLASHING 1"MIN. .-. MS'(•.. INSTALL 4"WIDE BEYOND JAMB FLASHING Q SELF-ADHERING MEMBRANE Date to IT FLASHING GO FR RAMPE N4" .. .. Date C) 12.14.2015 fG . Scale 1411 11-011 2X5 .. of Plan Nantucket- Coastal II �] .. SEE DOOR DETAILS FOR . ..... FINISH/TRIM DETAILS ..... STEP 4 STEP 5 Written dirnen5lon5 Shall have precedence over Scale dimen5ion5. Gontractor5 Shall verify and be re5pon5ible for dirrlen5ion5 and STUCCO ON 45 COLUMN conditian5 of the job. DOOR FLASHING INSTALLATION DETAILS DESIGN BY: N.T.S. MICHAEL STAUFFER,ARCHITECT,AR13908 5L©PE 1093 AIA BEACH BLVD. SUITE#330 ST.AUGUSTINE BEACH, FL 32080 TELEPHONE:904-471-2552 DRAFTING BY: b 12627 Sam.Jose Blvd SECTIONAT FOP\CH �.� �� Suite 702 ortlieast Jacksonv�te, PL 32223 Florida Design,Inc. 904.260.3 319 li I U C - GENERAL NOTES: 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over Clay Masonry(Brick): 13. Fasten plies of 1 3/4"wide engineered lumber as follows: (D `vJ DESIGN SPECIFICATIONS: minimum 6 mil polyethylene(visqueen)vapor barrier. Slabs shall be reinforced with 2-ply beams with(3)rows of 0.131"x3'/"nails @ 12"o.c. co Ions is limited to the structural requirements of this project. 6x6 W1.4x1.4 WF lapped 8"at edges and ends in conformance with ASTM-A 185, 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick,and 3-ply beams with(3)rows of 0.131"x3'/4" nails @ 8"o.c.(each side) -� Project has been designed In accordance with the 5th Edition(2014) Florida Building 1. The scope of these p q p 1 pp g Architectural,civil site electrical, mechanical(plumbing and HVAC waterproofing, Hollow Brick, respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6 3/4"long SDW screws @ 12"o.c. LU Code, Residential, and the Florida Building Code, Existing Building{as applicable}. (site), {P g ) p 9, or fiberrnesh r inforcement shall be used with a minimum fiber length of 2"to 2" and flashing requirements are not addressed in these plans. complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per (D -i o Z Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: -0 LL 0 DESIGN CRITERIA: cubic yard in a cordance with manufacturer's recommendations. cn vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall 5 u j 2. It is the intent of the Engineer of Record (Engineer)that this work be performed in c conformance with all requirements of the authorities Navin jurisdiction over this t openings greater than 16" in either direction, and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and = J -�_ Wind Design Method ASCE 7-10 q g 1 type 9. Slabs on grad shall bear on structural fill which shall be clean sand free of debris and EFE Z5 of construction and occupancy. o.c. and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). o j Basic Wind Speed: 130 mphother deleterious material. Structural fill shall be compacted to a density of at least 9 Z -= 95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Termite protection a. Welded Connections: AWS D1.1 a Building Risk Category: II 3. The contractor is responsible for the means and methods of construction. It is the 3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall b. Structural Steel plates: ASTM A36(Fy=36 ksi)or ASTM A572(Fy=50 ksi) ca c!3 w Wind Exposure: C(Enclosed Structure) P shall be provided accordance with applicable code requirements. If sail treatment have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c. Structural Steel W-shapes: ASTM A992(Fy=50 ksi) U 2) Building Classification: Residential contractor's sole responsibility to determine the procedure,sequence,and temporary is used, the tre tment shall be done after all excavation, backfilling,and compaction 3 U g 22 gage by 718"corrugated and fastened with 1 /4' galvanized roofing nails. d. Structural Steel Angles and Channels: ASTM A572(Fy=50 ksi) E Q _0 Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during is completed. a) -3 cn construction. Adjustable or strand wire veneer ties shall be used at CMU walls. e. Structural Steel Rectangular HSS or Tubes: ASTM A500(Fy=50 ksi) 0- _ 5 Wind-Borne Debris: NOT located in the wind-borne debris region N = 10. Footings may ear upon undisturbed soil or upon structural fill. Structural fill shall be f. Structural Steel Round HSS or Pipe: ASTM A500(Fy=46 ksi)or ami r T 1 Unless otherwise noted, project site considerations shall be the responsibility of the 4. The contractor shall verify a!1 conditions and dimensions at the job site prior to compacted to density of at least 95%of the Modified Proctor Maximum Dry Density 4. Unless otherwise nater on the plans,a steel angle willL4xno/4 shall be used for ASTM A53(Fy=35 ksi} }••�•� supporting brick veneer over openings. This angle will not be required for arched owner and/or contractor. Examples of such items include,but shall not be limited to, commencing work. (ASTM D1557 for a depth of at least two feet(2'-0")below the bottom of the footing. W W P windows where brick is self-supporting. If the length of the opening exceeds 6'-0'then 2. All structural steel connections and fabrications shall comply with AISC specifications. Cn (- determination of grade elevations,drainage features, am special requirementsCD associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply, locate,and build into the work all inserts,anchors,angles, 11. The following inimum concrete cover shall be provided for reinforcement: the steel angle shall be attached to the wood framing with 3/8"x 3" lag screws @ 12" = 0-) M plates,openings, sleeves, hangers, slab depressions,or other components as may be 3" Con rete cast against and permanently exposed to earth o.c. or Simpson%"x 3" SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. X a DESIGN DEAD LOADS: required to attach and accommodate other work. 2" Con rete exposed to earth or weather � ~� � p WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes 1 '/2" Con rete not exposed to earth or weather shall not be used. Floors: 6. All details and sections shown on the structural drawings are interred to be typical � z The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except 12. All continuous einforcing steel in concrete shall be lap-spliced with the following 1. All wood framing has been designed in accordance with"National Design Specification 0 (NDS)for Wood Construction,"2012 edition. 5. Bolts shall be installed to the"snu ti hl"condition-u.o.n. LL wood subflooring over wood truss,wood 1-joist,or solid sawn lumber framing. The floor where indicated otherwise. minimum lengt s: ( g g covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be #4 bars: 2' "minimum 7. Refer to the structural drawings for all structural details and sections. The contractor #5 bars: 2 "minimum 2. Southern Yellow Pine member design incorporates design values for all sizes and 6. All structural steel shall be shop-paintea with SSPC Paint 15(red oxide)primer. Prior < N notified if the floor coverings differ from the noted assumptions shall contact the Engineer for clarification in cases of conflict between the structural grades of visually graded Southern Yellow Pine dimension lumber per"Supplement to painting, steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". C g #6 bars: 3 minimum No. 13 to the 2002 Standard Gradin Rules for Southern Pine Lumber,"published b 00 drawings and any drawings prepared by others prior to commencing work. 9 P y � c j � Roofs: the Southern Pine Inspection Bureau(SPIE). 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel a - Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. surfaces exposed and visible to the exterior of the structure. co J � The design of the project structure assumes an allowable soil bearing capacity of 14. The contractor shall provide spacers,chairs, bolsters, etc.,necessary to support 3. All woad members exposed to weather or in contact with masonry,concrete or sail -2 o p_ Refer to Architectural Plans far Roof Covering System shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-upafter installation where required to restore final finish. e0 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the reinforcing steel. Support items which bear on exposed concrete surfaces shall have p° - noted assumptions. All requirements for site preparation and soil compaction ends which arc plastic tipped or stainless steel. DESIGN LIVE LOADS: p pp 4. If ACQ treatment is used on an wood member, then all nailing shall require HARDWARE AND ANCHORS: co specified in the soils report shall be followed unless more stringent requirements are y g q specified in these plans. MASONRY: hot-dipped galvanized nails meeting ASTM All 53, Class C,or ASTM B695,Class 50. Floors: If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strang-Tie, a Exterior Balconies: 40 psf CONCRETE: United Steel Products(USP), or Engineer approved equal. 2) Exterior Decks: 40 psf General 5. Prefabricated wood trusses shall comply with NDS and"National Design Standard for Stairs: 40 psf(or 300 Ib paint load) cc 1. All concrete work shall be in accordance with"BuildingCode Requirements for Metal Plate Connected Wood Truss Construction(TPI 1-07}." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM Garages: 50 psf(or 2000 Ib point load} q 1. All masonry work shall be in accordance with"Building Code Requirements far All Other Areas: 40 psf Structural Concrete,"ACI 318-11, and "Specification for Structural Concrete,"ACI 301. Masonry Struc ures,"AGI 530-11, and Specifications for Masonry Structures,"ACI F1554, Grade 36. - 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. o FLORIDA C.A. NUMBER:25846 530.1-11 3. All metal connectors and hardware which are exposed to the exterior or in contact 2. All concrete shall have the following minimum compressive strength at 28 days: P Attics: Slabs on grade, footings,and misc.concrete: fc=2500psi 2. Grout shall co form to ASTM C476 with minimum 28 day compressive strength of 7. The Truss Manufacturer shall submit shop drawings and design notes with a with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per Without Storage: 10 psf registered Engineer's seal for approval. Design notes shall include the rated load ASTM A153, Class C,or ASTM B695,Class 50. °� Structural slabs,walls, beams and columns: fcz3000psi 2000 sl per ASTM C1019. Grout shall be mixed to provide a slum between 8 to 11". g g PP g With Limited Storage: 20 psf P P P capacity of the truss to truss connectors, and the manufacturer's license to fabricate With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc=3000psi P Y Q trusses utilizing the connector system proposed. The contractor shall approve 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with � ��""��'+�++"++1 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used #0 ��i�, 3. Cement shall conform to"Specification for Portland Gement" ASTM C150 fabrication and installation drawings showing size,shape and layout. Florida Product Approval)and installed according to the manufacturer's instructions. L.:- (D �� 6 ( ) in brick veneer ,.� ** . Roofs: Holds shall be cleaned of all debris and brushed out prior to installation of anchor "'� 0.•' *•. S <., Less than 4:12 slope: 20 psf 8. Jobsite handling and erection, including temporary bracing,during installation of adhesive. ' S��'•o 4, Aggregate shall conform to 'Specification far Concrete Aggregates"(ASTM C33) 4. The contractor shall be responsible far the design installation of all flashin g g P y g, g .sive. �+ +�,, , 4:12 slope or greater: 16 psf P g g' trusses shall comply with TPI/WTGA BCSI 1. free of injurious amounts of oil acids alkalis salts organic - CRITERIA: 5. Water shall be clean and , g Concrete Mason (CMU): ROOF COVERING: A 701 DEFLECTION material or other substances that are deleterious to concrete or steel reinforcement. 9. All prefabricated wand trusses subjected to uplift conditions shall be securely fastened l �. * - to their supporting walls or beams with metal connectors as noted in the Truss 1. The contractor shall be responsible for the design and installation of the roof covering 1. Concrete masonry units(CMU)shall be ASTM C90-11B, Hollow Load-Bearing y Walls: 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the Connection Schedule. system. As ��T Z Wind loads with plaster or stucco finish: L/360 g Concrete Masonry Units, normal weight, with a minimum compressive strength of �� structural drawings.All reinforcing details shall conform to"Details and Detailing of 1900 psi fm- 500psi). Wind loads with other brittle finishes: L/240 P { - ay' ,� �` �'" ® �✓ Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural 10. All gable ends shall be balloon framed or braced in accordance with the applicable 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the �'� 0 #• Wind loads with flexible finishes: L/120 or L/180* � '"!� %n+ R � *L/180 for exterior walls with interior sum board finish. drawings. 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following detail as shown in the structural drawings. manufacturer's requirements. CU 1 �, Floors: gyp minimum lengt s: a A� ,j I I BI ON,PE 7. Tolerances for foundation and slab alignment as well as placement of reinforcement 11. Guardrails, handrails, and guard In-fill components(Balusters and Panel Fillers)shall 3. Clay and the roofs shall be Installed per the"Concrete and Clay Roof Tile Installation Live Load: L/480* g P #4 bars: 20 minimum � fL PE No.50791 shall be in accordance with"Standard Tolerances for Concrete Construction and be provided by others. Manual,"and the manufacturers requirements. Total Load: L1240 #5 bars: 25'minimum �_ OMMENTS: * Increased floor stiffness may be required by floor covering manufacturer Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sill plate. #6 bars: 30"minimum zs 12. Engineered lumber(LVL, Parallam or LSL)shall meet the following minimum material 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according a) Roofs 3. Grout all cells ontaining vertical reinforcement in 5'-0"maximum lifts. specifications: to the manufacturer's requirements. LVL or Parallam LSL Live Load: L/240 E=2,000,000 psi E=1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing Total Load: L/180 4. Provide cleancuts per ACI 530.1-11 in the bottom course of masonry when the wall L Fb=2,600 psi Fb=2,325 psi and valley material. 0 height exceed 5'-0". -a Fc=750 psi Fc=900 psi a> 5. Beam reinforcement shall be continuous across control joints. Fv=285 psi Fv=310 psi 0 0 (.} 0 0 a� CU w cu .� cn � I W v All window, door and soffit assemcli blies shall be designed to withstand the design a> pressures indicated below and shall be installed in accordance with the manufacturer's requirements. Cn 0) a� Metal Connecter Fastening Schedule VIAND PRESSURES ON WINDOWS, DOORS & Simpson ID USP ID Uplift Capacity(lbs) Fasteners Anchorage (U.O.N.) CU SOFFITS (psf) A35 MPA1 n/a (1 2)0.131"x 1'12" n/a - _ _____ - �p ) ---- -- - - -- --- ABU44-Z PAU44-TZ 2200(SYP) 12)0.162"x 2'/z"or(12)0.1 2"x 3'/2" 5/8"wl 7"embed a� ABU66-Z PAU66-TZ 2300(SYP) (12)0.162"x 2'h"or(12)0.1 2'x 3'/2° 5/8'w1 7"embed AREA OF OPENING EDGE STRIP(5) INTERIOR ZONE 43 ----- --. . ------ -- -- -... - ..- - -- --- - --- --- CS16 RS 150 1705{SYP or SPF; (11)0.148'x 3 in each end (22)total n/a v' Pos Neg Pos Neg DSP RSPT6-2 775(SYP or SPF) (8)0.148"x 1'/2'into studs n/a (6)0.148"x 1'/."into double late 0 to 20 sf 24.9 -33.3 24.9 -27.0 D� DTS-T? 2145(SYP) 1835(SPF) (8)'/4'x 1'l�"SDS 'l�"wl 4'/1"embed (mono)and 7"embed(stem) 20.1 to 50 sf 23.8 -31.0 23.8 -25.9 50.1 to 100 sf 22.3 -28.0 22.3 -24.4 GBC HC520 n/a (5)0.131"x 1"12"into gable b ace n/a a) 100.1-to 200 sf 21.1 -25.9 21.1 -23.2 (7)0.131,'x 2'/z"into double late 2�.1 to 50o sf 20.0 -23.6 20.0 -22.1 H2.5A n/a, use RT7 600(SYP) (5)0.131 x 2'/z'in each end-(10)total n/a_ Soffit Design Pressure 24.9 -33.3 24.9 -27.0 H2.5T ---- n/a: use RT7 _- _----- 545(SYP or SPF-)- -----(5)0.131"x 1'/2"in each end-(10)total n/a --- 9 Base Design Pressure 21.06 GCpi=±0.18 H3 RT3A 455(SYP) (4)0.131"x 2'/a"in each end-(8)total n(a H6 LFTA6 950(SYP)820(SPF) (8)0.131"x 2'/Z"in each end-(16)total n/a H8 RT8A 745(SYP) (5)0.148"x 1'/V in each end-(10)total n/a 0 Q HDQ8 nfa: use UPHD8 7630(SYP)5495(SPF) (20)'/4"x 3"SDS 718"wl 15"embed(SET-XP epoxy only) HDU5 PHDS 5645(SYP)4065(SPF) (14j'/4"x 2'/a SDS - 518"wl 7"embed(mono)and 12"embed (stem) TYPICAL EDGE STRIP(5) ---- - -- - - ...... - -.... HDU8 --- PHD6 6970(SYP)5020(SPFj (20)'l4"x 3"SIDS 7/8"wl 15"embed(SET-XP epoxy only) a a=5.8' HETA16 HTA16 1810(SYP) (10)0.148"x 11/2 4"embed -a HTS20, HTS24 or HTS30 HTVV20, HTVV24 or HTVV30 1450(SYP) 1245(SPF) (10)0 148"x 3"in each end (20)total nfa - - TYPICAL INTERIOR ZONE(4) HTSM'16 or HTSM20 H`WM16 or HTVVM20 1175(SYP) (8)0.148 x 3' intc wood nfa (4)'/4"x 2'/4"Titer into CMU V (4)'/d"x 13/4"Tten into cone to HM.. . ...... .. .... .. . HTT4 HT 4235(SYP) 3640(SPF) (18)0.162"x 2'12 5/8"wl 7"embed(mono)and 12"embed (stem) o HITS HTTS 5090(SYP) 4375(SPF) '26)0.162"x 2"W' 5/8"wl 7"embed(mono)and 12"embed 'stem) - - -- --- - ----- ----1 --{- - -- 1 - W Q LTP4 MP4F n/a (12)0.131"x 1�z"---- --- --- n/a - :: LST,A18 LSTA18 1235-SYP) 1110(SPF) (7)0.148"x 3"in each end-(14j total n/a W V LTS12 LTVV12 775(SYP)665(SPF) (6)0.143'x 3"in each end-(12i foto! n/a O m MSTA24 l�4STA24 1640(SYP) 1465(SPF) (9)0.148"x 3"in each end-(18)total nfa E_ o = V LJ i MSTAN124 MSTAM24 1500(SYP or SPF) (9;i 0,148"x 3"into wood n/a �_ (5)'r`4"x 2'/4"Tten into CMU � on W (5)1/4"x 1 l"Titer into concrete Aft. ,�"� � � I 1`08TA30 2060(SYP) 1820(SPF) (11)0.148"x 3"in each end `22)total nfa i r O Y ® Q MSTA30 t l t ) t MSTA36 MSTA36 2050(SYP or SPF) (13)0.148"x 3"in each end (26)total nfa ...... . MS,Ah136 rVISTAM36 1870(SYP or SPF) (13)0.148"x 3"into�%,00d n/a � W Z { REVIEWED FOR CODE COMPLIANCE (8) �4 x 214 Titer into CMU L I (8) /4`x 13/4"Tten into concrete � Z MTS12 or MTS2C, 1`07W12 or MTVV20 1000(SYP)860(SPF) (7)0.148'"x 3"in each end (14)total nfa CITY O ATLANTIC BEACH � � t~j M �••� _ MTSM16 or MTSM20 HTV�TM16 or HTWM20 860(SYP) (r)0.148 x 3 Into wood n/a - EE PERMITS FOR ADDITIONAL a; w � .. .. ..: (4)'f4"x2'/4"Tten into CMU .. (4)'/4' x )f4�'Tten into concrete REQUIREMENTS AND CONDITIONS a' -J : ......... PA51 TA51 2940(SYP or SPF) (14)0.162"x 2'/2"or(14)0.1 2"x 3'l2„ 4"embed U SPH4 o SPH6 SPTH4 or SPTH6 680(SYP)585(SPF) (12)0.148"x 1'/1" n/a REVIEWED 8Y: DATE:,�r t" 17 �' JOB NUMBER: COUNTY:DUVAL SSP RSPT6 350(8YP or SFF) (4)0.148'.x 1'/2"into studs nfa UJ � CAL (3)0.148"x 1'/r"into double late L_ NTS STHD14 STAD14 4210(SYP or SPF) (30)0.148"x 3 '/4" 14"embed DO NOT SCALE THIS DRAWING i�lotes: = RELEASE DATE: 02-13-17 ....... ...... 1.All connectors are manufactured by Simpson Strong-Tie or USP Structural Connectors(U.0.N.) c3 2. SYP = Southern Pine-, SPF = Spruce-Pine-Fir ai 3. Mono= monolithic concrete: stem = masonry stemwall or bond beam 4.Anchorage refers to threaded anchors with noted diameters and embedment depths DRAWN BY: CMF '� CHECKED BY: LU TITLE: GENERAL NOTES as = SHEET: I I�- O N Q I - c.i I 58'-8" - w as � � o0 m ® 25'-4" 10'_32" 23'-OZm " STEMWA L L w �"� N J O -0 w 0 - - - - - - - - - - - - - - - - - w I o - - - - - - - - - - - I0 � i I IU E Q 1 1 I I 0- N I W -L 130"x 30"x 12" PAD FOOTIN I I ^ `�' 1 I Q � WITH (3)#5 EACH WAY co SEE DETAIL"P"ON SD-1 I I a a) I� o a 1 I co � ® -1 I I 30"x 30"x 12" PAD FOO TlN 0 24" x 24"x 12" PAD FOOTING �' wCN 1 I WITH 3 #5 EACH WAY "' IZT WITH (2)#5 EACH WAY � z o SEE DETAIL"E" ON SD-1 SEE DETAIL"E" ON SD-1 1 I i ~ L ® ® � I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � I I `� o O Q CV o - - - - - - - - - - - -� I a cnc L � I � o � , SD-1 �=eN L _ _ J I I � p lri L N I - 1 I 1 SD 1 PAVERS OVER SLAB BY OTHERS }' I 19" - `� r 1 I 9'-2" I _ 2'-8" _ 3'- ' 1'-4" 4411 '-1" 10'-8" 22'-8" I i I 0 - - - I Icu 1 ::: : : 11-31 0 _ I 2 . . FLORIDA C.A. NUMBER:25846 I I 1 7 r � :.:_:.:.:. .. DOOR RECESS I I u SD-1 I 1 _ :::.... . �...: :: . J I I I t co o I I f.......... .:� — - - - - - L I r a I I I i I 1 N I EN 1 1 cn L- -1 I I L_ N I 1 1 I 1 I 1 No 50791 o ' oma ; I I H 1 I o STAT'-E OF f'c� I I I I i i SD-1 I - '�► o I I 1 I I I I cu a G No.50791 H 1 I N I I OMMENTS: I 1 SD-1 I I - - I B CD N I SD-1 r cu 0 1 1 I I I I I 1 0- r1 1„ 14'-31" I 1 0 e 1 6'_3° I I T 9'-0° I I 4' 2°11 7'- 2" 2,_6„ 1° 6'-0„ 2 I H cu SD- I I c I I I I I I I I I co L , l I - - J E I 1 I I I I - - - - - - - - I — — I I 1 ui cli a> cn �- I 1 I sD 1 1 I 1 I H I 1 = 36"x 36"x 12" PAD FOOTINGcn I �' f I I � WITH (4)#5 EACH WAY 1 I cel i sD-1 I " " I o I SEE DETAIL P ON SD-1 I I I I i I C I � I 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF CJ — OR FIBERMESH OVER 6 MIL VAPOR BARRIER 1 �' COVERING CLEAN AND COMPACTED FILL cu 1 ( a �, � I I � cn +. co co cn I i I I � Q I I Q 1 I a 1 cn 1 _0 i�*. i � — cn i 1 I 2,�1, V L 12.3 51-611 2 I o _ cn � I I 1 I I I S o W W O D I I 1 I ' � CJ=SUGGESTED CONTROL JOINT � SD 1 I I I 2x8 REAT D WOOD J ISTS 16"O.C. I I LOCATIONS(SEE DETAIL"T"ON SD-1) o O m I CJ � I I I .... E V W I I 1 1 I I =DENOTES TWO STORY - W FOOTING CONDITION > Z N 1 U� TREATED LEDGER wl — CONTRACTOR SHALL VERIFY ALL PLAN PRIOR USING FINAL APPROVED FLOG Z I � - Q Q I I %"HDG ANCHOR BOLT @ 18"O.C. TO CONSTRUCTION > 00 Z 1 1 I (SET ADHESIVE w/4 EMBED.) I o � z U M •... w co D - JOB NUMBER COUNTY: SD-1 w 16-1$25 DUVAL L : DO OT SCVA0LE THIS ODRAWING 1 I 1 EMBEDDED STRAP AT EMBEDDED STRAP AT I i = RELEASE DATE: GARAGE DOOR OPENING GARAGE DOOR OPENING I I 02-13-17 I I I SEE DETAIL"F"ON SD-1 SEE DETAIL"F°'ON SD-1 DRAWN BY: — � - - - - - - — 1- - - - - - - - - - — I (D CMF 1 I CHECKED BY: L - - - - J w L- _ — _ — J — — TITLE cl 9°-3" 11_91' 9'-3" 2 32'-8" � FOUNDATION PLAN a� cn Y o FOUNDATION PLAN _ SHEET 58'-8" OFFICE COPY o N � 0 U � a FULL HEIGHT WALL SHEATHING NOTES: a, L c 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2XIL7 00 CONT. 3 SPANS SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHT OF 10'-1/a"-U.O.N. w M {2)2x6 HEADER 2J 2K 2 ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 s� SW-3 ®®® SW-3 —®— SW-3 75} 5 t.d SPF NAE::= 0.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1%"-U,O.N. T5 TT ) HTT 13 0 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. = u 0' O c T 2 JACKS w NOTIFY ENGINEER OF ANY VARIATIONS cn a, � Q � HOLDOWN HOLDOWN MIN. HOLDOWN cnC, W cn cn HTT I X d HTT5-,, HOEDOWN I �� N • HOLDOWN Lu o (2)2x10 HEADER . . .................B. .. : I R — rn a cn I SD-3 .,.� cn � 2J 1 K 3%"x 7"PARALLA (4)2x6 BUILT-U I F NOTE: POST w/2x4 ON EACH • — _ _ _ __ _ _ _ _ — _ _ __ __ __ __ __ __ __ _ O o POST{MIN.) - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EACH REAR POST SHALL BE TREATED 2 Tx ®— - - - - - - - - - N ® END OF POST �) 3 1% x 14 LVL PORCH BEAM o Q FASTEN 2x4's TO POST I� ( } II STRAP POST TO EACH B AM ABOVE � cn C wl 0.131"x 3"NAILS @ 6"O.C. �; `f' a STAGGERED ® I III WITH(1)H6-Z CLIP OR(1)MSTA24-Z o 0 TT5 III TYPICAL ALL POSTS-(U.O.N.) o HOEDOWN II SEE DETAIL"U"ON SHEET SD-3 c NOTE: ANCHOR BOLTS @ 24,I O,C. II o`�II THIS OPEN PORCH CEILING co ....................... . . CONT. 3 SPANS TT II cIl REQUIRES A MINIMUM a"SHEATHING HOLDOWN (2}2x6 HEADER o�cc,, 2J 2K a II FASTEN WITH 6d COM OR BOX a' ® ®® SW-3 ®® — �II NAILS AT 6"O.C.ON EDGES . ........... . SII AND 12 O.C. IN THE FIELD co �2)JACKS 8 811 SII o FLORIDA C.A. NUMBER:25846 (2)2x8 HEADER.. MIN. _ 3}1 4"x 11%"LVL _ III R a� co III 2J 1'K SW-3 s 2J 3K SW 3 III SD-3 NOTE: III • _ _=_:_._:__._ _ _ = = - :_ _ = • • ALTERNATIVE TO SSP/DSP AT DOUBLE PLATE, o EDDER3 13 (1)SIMPSON SDWC 15600 SCREW OR (2)2x8 HETT5 HTT ALTERNATIVE TO SPH_AT DOUBLE PLATE, >F04 I STA30 EACH END OF HEADER2J HOLDOWN HOLDOWN FL03� (2)SIMPSON SDWC 15600 SCREWS STUD � ��'� ,��,,.....e,°• ¢�''<<,� TO DOUBLE PLATE PER SIMPSON DETAIL. +°4 �GE�S , f t M NOTE: IIIII � tBEAM EXTENDS TO No.5079,11 EXTERIOR WALL IIII a IIIII I ` DOUBLE �- a 4�t PLATE o $ STT' JIIIII HTT ��, �� ' ��•" ��',.i' Y IIIII HOLDOWN I a ,pNl ' • x IIIII I II II M IIIII J ii ii _ OMMENTS. .......................... I IIIII < �" II .......................... � MAX � cu ui .......... IIIII IM .: ..................................................................................... ......... IN IIIII I� � M o IIIII. .... ................... .. ... .. . .. ... . ... ... ............... I� 0 1"MAX o :::.:::::::: IIIII I STUD SDWC 15600 0 IIIII <t SCREW a� m IIIII ....... o • cu p 2}2x6 BUILT-UP r—, HTT5 2x8 FRAMED WALL POST(MIN.) HOLDOWN (2)2x12 HEADER F06 ELEVATION-SDWC 15600 _ . ..................... x ® ............................... ... 2J 1 K III � 2x8 FRAMED IIII OPTIMAL 22,Y20 ANGLECTJ 8" 8„ �� 10° 00 SW-3—®® ®— I I WALL 4 1 4,1 x 11 4��LVL IIII 2 1 4�1 x 9/��LVL @ ( ) RODS 4'O.C.MAX DOUBLE 30° �` �s a PLATE � � TT 3J 1K 3J 1K `� �� I � HOLDOWN ANCHOR BOLTS 24"O.C. � — — — — — — — — �--------------- � @ HTT5 TT5 SW-3 HTT5 �\i` 3..(+1-114"} • HOEDOWN IIII HOLDOWN �,, HOLDOWN SDWC 15600 2x8 FRAMED o SCREW "' WALL IIII STUD a h:' �., ANCHOR I a ANCHOR BOLTS BOLTS I IIII I SECTION-SDWC 15600CIO @ 24"O.C. @ 24"O.C. I HTT5 cz 2}2x6 BUILT-UP • �� IJill HOLDOWN z, I _ I Q c POST(MIN.} ®— `®SW-3 4� SW 3 � � � 0 I� Icn —�L 2R TT TT I o FL02A— HOLDOWN HOLDOWN I 00 HTT5----_ a� 131 HOEDOWN I a 2)2x6 BUILT-UP I S THREADED ROD LEGEND: POST(MIN.) I SD-3 • _ %"THREADEDN TO DOUBLE PLATE c' II ROD FROM FOUNDATION HTT I TYPICAL ALL (T HOLDOWN EMBEDMENT REQUIRED) a� II HOLDOWN IIII EXTERIOR WINDOW AND a TT5 I oo HTT5 3 ,I 0 (2)2x6 BUILT-U • O = HOEDOWN � � HOEDOWN DOOR OPENINGS • � THREADED ROD FROM FOUNDATION TO UPPER 2 2x6 BUILT-U FL01 POST(MIN.) IIII FLOOR DOUBLE PLATE ( } J.P _ _ _: (4"MINIMUM EMBEDMENT REQUIRED) o POST(MIN.) B03 TT5 SW-3— (2)2x10 HEADER SW-3 SW-3 c (2)2x6 BUILT-U I HOEDOWN III R o = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE V --� OST MIN. TT5 (2)2x6 BUILT-U I HOEDOWN 2J 2K HOEDOWN �II SD 3 SHEARWALL LEGEND. �, V P (MIN.) 3 2x12 HEADER o _ HOEDOWN POST{MIN.) I { ) �II a 2J 2K SII = NON-BEARING WALL (� V Q �,I I W c( II D = BEARING WALL m W V SII o O m SII SW-6 Icn III D = SHEARWALLS FASTENED WITH 8d COM(0.131"x 2%") += LJ.1 �- LJJ NAILS @ 6"O.C.ON EDGES AND 12"O.C.ON GARAGE DOOR NOTES I — — — — �2)2x12 PORCH BEAM — —(2�2x12 PORCH BEAM — _ _ ={22x12 PORCH BEAM= _ = NOTE: INTERMEDIATE SUPPORTS � � — — — — — — — — — _ _ — — _ — — — Q - - - - - - - - - - -� - - _ _ _ _ _ _ - - - - EACH FRONT POST SHALL BE TREATED SW-3 J 1. INSTALL L)MSTA30 STRAP AT EACH END 4x4 POST ON ABU44-Z POST BASE ~ OF GARAGE DOOR HEADER.NAIL STRAP I R 0 = SHEARWALLS FASTENED WITH 8d COM(0.131"x 2%") ~ Z SD-3 STRAP POST TO EACH BEAM ABOVE NAILS @ Y O.C.ON EDGES AND 12"O.C.ON a Q Q INTO HEADER AND JACKS BELOW WITH 1)H6-Z CLIP OR(1)MSTA24-Z I INTERMEDIATE SUPPORTS � � M Z 2 EMBEDDED STRAP AT EACH END OF GARAGE I TYPICAL ALL POSTS-{U.O.N.} - w SEE DETAIL"U"ON SHEET SD-3 SBS - SHEATH BOTH SIDES OF WALLS AT INDICATED SHEARWALL � w O DOOR OPENING SEE DETAIL"F"ON SD-1 HTT5 NOTE: HOLDOWN THIS OPEN PORCH CEILING NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND SHALL U REQUIRES A MINIMUM a"SHEATHING BE NAILED @ Y O.C.TOP AND BOTTOM PER JOB NUMBER: COUNTY: FASTEN WITH 6d COM OR BOX 16-1825 DUVAL DETAILS"A"&"B"ON SHEET SD-2-U.O.N. w NAILS AT 6"O.C. H EDGES WOOD FRAMED HEADER LEGEND. SAL AND 12"O.C. IN THE FIELD � / -11-011(U.O.N.) HTT5 I (n DO NOT SCALE THIS DRAWING HOLDOWN SIZE = RELEASE DATE: OF HEADER 02-13-17 WALL LAYOUT - FIRST FLOOR 2 2x—HEADER HTT5 TT5 J —K DRAWN BY: HOLDOWN {2)2x12 HEADER (2)2x12 HEADER HOEDOWN CMF s®®® QUANTITY UANTITY o, CHECKED BY: SW-3 2J 2K 2J 2K SW-3 OF JACKS OF KING STUDS w TITLE: GARAGE DOOR SHALL GARAGE DOOR SHALL a" NOTE: WALL LAYOUT BE RATED FORA BE RATED FORA ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM � FIRST FLOOR MINIMUM DESIGN MINIMUM DESIGN (2)2X6 N0.2 OR BETTER SYP.ALL EXTERIOR HEADERS SHALL BE = SHEET: PRESSURE OF PRESSURE OF INSTALLED WITH MINIMUM(2)JACKS AND(1)KING STUD AT EACH HEADER 25.6 psf± 25.6 psf± ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH CD N MINIMUM(1)JACK AND(1)KING STUD.(U.O.N.) O C.3 FULL HEIGHT WALL SHEATHING NOTES: A_ — 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 0 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHT OF 9'-1%"-U.O.N. w m Ep E o0 BUILDER 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 s� — — — — — — — GUARDRAIL BY B NOTE: Z3 w 3 — — — — — — — — — — — — — — EACH BALCONY POST SHALL BE SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1%"-U.O.N. E J x :FORC1=1BEAIV� LJ ) 1 -P RcTTB AIIT 72T7xfi£PZSROH BEA1G`^ III TREATED 4x4 POST STRAPPED 0 III 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. o z -_ VIII FRAMING BELOW WITH MSTA36-_STRAP NOTIFY ENGINEER OF ANY VARIATIONS IIS <t 'Q 0 � <t STRAP POST TO EACH BEAM AB)VE III= coIII WITH(1)H6-Z CLIP OR(1)MSTA2 -Z E <Ut L IIIA VIII NOTE: ® olll THIS OPEN PORCH CEILING N CD = 1110 SSP CLIPS TOP&BOTTOM 32"O.C.& s II I� 1 ,� 1 oa @ �o O.C. III REQUIRES A MINIMUM/a SHEATHING w X / x 4/2 SDS SCREWS INTO BEAM BELOW @ 32 N FASTEN WITH 6d COM OR BOX N (+(} ~ cvyyl a Q c!} co N NAILS 12 O.C.IN THE FIELD D a3 X _ R (2)2x8 HEADER II R a� �� SD-3 (I SW 3 2J 3K SW-3 74 SD-3 � " o - - - - - - - - - -.—. �— w � z 3)CS1 3)CS1 O t~i? L,_ BETWEEN BETWEEN CD I = � FLOORS FLOORS d p Q CN - ; o a 7 C c CONT. 2 SPANS 0 (2)2x6 HEADER a cn _ cL3 a3 o FLORIDA C.A. NUMBER:25846 1 (2)JACKS o 0 MIN. w cn m o v� l— U� i '';�,��H�1lilfillllf►111//1'►II ♦� 0 8I® Cll ' co 0 . ((''�� /// Ae z iD11 co A: _ N ®7�1 c� o z ®� U L 8 • uj V b t� . W p • .................. _ + s� z O o STATE,..®F W Z Uuj Z '� y Qco Q v .................. . Ow 1— 1—o r� P 0791 N Oz U-i _ OMMENTS: I— m W : ............. 023 Q} A� Q C7� O J O W W WJ I U _ {)ry ................. ................... U - O . 2 v� O Q} Q .................. [� O U x O . ............. .................................... o :.:: ......... 4 0 M • � cuOcn ccm : O :. .................. Go : . • Ocz L m ............................ 70 06 cnu_ .................. a u1 c� . ......... ...... ...... cu ............ ........... U c cf)< O cri cn O � , , � rr to ,��< " � � ,� ozs 7C_3 U -J W . ........................... . . O m co . ........... ......I........ . ' 04 ( C'7 W CL3 �O ca O Cys IJ V I O 0.. 0 � z � THREADED ROD LEGEND: • _ %"THREADED ROD FROM FOUNDATION TO DOUBLE PLATE cin {4"MINIMUM EMBEDMENT REQUIRED) .21 a THREADED ROD FROM FOUNDATION TO UPPER _Q )JACKS FLOOR DOUBLE PLATE IN. (4"MINIMUM EMBEDMENT REQUIRED) o � s CLT ■ vv -3 a = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE 2)CS1 — ®-W 3® CONT. 2 SPANS s SW-3 s BETWEEN 2 C51 ( ) x6 HEADER 2 cs1 SHEARWALL LEGEND. > V �— FLOORS BETWEEN 2K BETWEEN _ . .......... - NON-BEARING WALL V FLOORS FLOORS '� - . .......... . c� W I D = BEARING WALL 4 W V SSP CLIPS TOP&BOTTOM @ 32"O.C.&%"x 4%"SDS SC E s 0 INTO FLOOR TRUSS l BEAM BELOW @ 32"O.C.MAX E m —� o SW-6 V —— c — W D = " 1 " }' SHEARWALLS FASTENED WITH 8d CO / — W M 0.131 x 2 z W �- cn NAILS @ 6"O.C.ON EDGES AND 12"Q.C.ON o Z INTERMEDIATE SUPPORTS a3 ® V � 'Q SW-3 O - SH FASTENED WITH 8d COM 0.131 x 2/ Z ( ) W Q NAILS 3 O.C.ON EDGES AND 12 O.G.ON E OND FLOOR @ WALL LAYOUT S C Q INTERMEDIATE SUPPORTS �- Z H 00 — W SBS = SHEATH BOTH SIDES OF WALLS AT INDICATED SHEARWALL � w U I I U NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND SHALL a BE NAILED 3"Q.C.TOP AND BOTTOM PER �T JOB NUMBER: COUNTY: @ 16-1825 DUVAL DETAILS"A"&"B"ON SHEET SD-2-U.O.N. w WOOD FRAMED HEADER LEGEND: SCALE: 4°=1'-0°(U.O.N.) cn DO NOT SCALE THIS DRAWING SIZE = RELEASE DATE: OF HEADER 02-13-17 C3 2 2x_HEADER 0; J K � DRAWN BY: CMF l� T QUANTITY UANTITY -�, CHECKED BY: OF JACKS OF KING STUDS L1J TITLE: NOTE: WALL LAYOUT ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM cn SECOND FLOOR (2) 2X6 N0.2 OR BETTER SYP.ALL EXTERIOR HEADERS SHALL BE = SHEET: INSTALLED WITH MINIMUM(2)JACKS AND(1)KING STUD AT EACH HEADER r` ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH N MINIMUM(1)JACK AND (1)KING STUD.(U.O.N.) O i i i i U � r 1 � lvJ L0 ui N 2 LCL VO cn i\ w C Q O U 2x8 RAFTERS (DL o' @ 24"O.C. Q -0 Ci 2x10 REA ED FLOOR ®IST @ 1611 O.C. 11 `l W (TAPER UP TO/ FOR DRAINAGE) 2x8 TREATEDLEDGER c LUS26-Z w/(5)0.131 x 3 NAILS co HANGER US210-Z HANGER AT EACH INTERSECTING �� p o (TYPICAL) TRUSS WEB � CV z o Bli f g .... . o f= a' i 2)HTS24 (2)HTS24 - - - - - - - - - - - - - - - - - - - - AT BEAM AT BEAM 2)HTS24 (2)HTS24 - - - - - - - ® _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ CN o AT BEAM AT_BEAM cj OR oa_ Lr 2x8 RAFTER @ 24"0. `2' TOENAIL FLOOR TRUSS IIcia o...... TO SHEARWALL DOUBLE ............... . 0 LATE w/0.131"x 3"NAILS I a @ 4'°O.C. 2x8 TREATED LEDGER n .....:.........:..... w/(5)0.131"x 3"NAILS NOTE: INTO EACH TRUSS END o H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR - FLORIDA C.A. NUMBER:25846 M ( SIDE OF THE WALL TRUSS CONNECTOR SCHEDULE N co c� IL o - - TRUSS ID LEFT INTERMEDIATE RIGHT LL F04 F03III(I FG01 HTS24 HTS24 P . cn FL03C FL01 HTS24 HTS24 c� ;�r++yr9++illliliflll �� IIIII ��o ��q�� ........ .... .... . IIIII _ No. 6079 IIIII ALL OTHER TRUSSES H2.5T OR H2.5T OR H2.5T OR o "' ROOF SDWC 15600 SDWC 15600 SDWC 15600 s, ,S�1`�ATE 0Ofi-17:�. IIIII )ALHill L TRUSS CONNECTORS ARE BASED ON .C'••'�� ® L8�p . UPLIFTS COMPUTED BY ENGINEER OF RECORD c° A m A02(2) AO 3J A02(2 ��AQ3(3) A02(2 o UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS ej'�'►��rrr�ip+ ++►+''``"�a` �, IIIII Q SHALL BE DISREGARDED o..... C) IIIII 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM L F05(2) Lr, .. ....... SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER o IIIII DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR ......... . . LL APPROVAL BY THE ENGINEER OF RECORD AND THE c> ........... .......................... . ............ CONTRACTOR IIIII ...... 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED a AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR a, ................. APPROVAL OF THE ENGINEER OF RECORD � P02(12)11CD cn Q 4)HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE o .......F06............ INTERIOR SIDE OF WALL � Liz- TS24 AT (5)REFER TO MANUFACTURER'S INSTALLATION DETAILS c� (III GIRDER WHEN USING SDWC SCREWS ti cn a3 III BEAM SCHEDULE co F12� BEAM I.D. BEAM SPECIFICATIONS IIII2)HTS224 - o AT GIRDER Q BM1A (2)1 4°°x 20"2.0E LVL c cn CD T NAIL FLO TRUSS BMlB (3)1 4"x 20"2.0E LVL TO SHEARWALL DOUBLE IIII cn � Fk�`7E �� PLATE w/0.131"x 3°'NAILS o CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS(FBC 2014)SYP @ � p c� N 4"O.C. - San Tables for No.2 SYP Rafters cl cu n No Ceiling Load-20 psf LL,10psf DL 11 11 91 11 (n SIZE 12 o.c. 16 o.c. 19.2 o.c. 24 o.c. u "1111 ABLE BRACE LOCATIONS 2x4 9'-0" 8'-2" 7'-8" 7'-2" FL02B F13 5 SEE DETAIL"N"ON SD-2 11 11 I II I I I I I 2x6 14-2 12'-11 12-1 10-11 2x8 18'-811 17'-0" 15'-611 13'-11" IIII cn FL02A 2x10 23'-411 20'-2" 18'-5" 161-011 a) I I I . ........ . I /_ 11 1 " 1_ 11 2x12 27 6 23'-10" 21'-9p' 19 5 -� .... III Span Tables for No.2 SYP Rafters-No Ceiling Joist- II I I with Drywall Ceiling-20 psf LL,15 psf DL 'L TS24 AT HTS24 AT TS24 A SIZE 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. o TRUSS TRUSS :I IIrill III GIRDE VERFRAME DORMER 2x6 13'-6" 12-3" 11'-4" 10'-2" 2x8 17'-9" 15'-9" 14'-5" 12'-10" o _FLQ1- - (SEE DETAIL"C"ON S-7) 11 11 2x10 211-7 18-8 171-111 15'-3" _�OQe 2x12 25'-5" 22'-0" 20'-1" 18'-0" co - US26-Z HANGER V (TYPICAL) Span Tables for No.2 SYP Ceiling Joistcj i TS24 AT HTS24 AT I 20 psf LL, 10 psf DL � _ 0 BEAM BEAM I SIZE 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. W V Q 2x4 81-211 71-511 71-0" 61-611 O W _ 1 O 2x6 12'-1111 111-811 10'-1111 9'-911 W 2x8 RAFTE S @ 24" C. I 2x8 17'-011 15'-311 13'-11" 12'-5" E O m ■ 2x10 20'-1111 18'-1" 16'-6'° 14'-9" o �--- 2x12 24'-7" 21'-311 191-4'° 17'-5" 0 = uj cn LJ.1 Z Span Tables for No.2 SYP Floor Joist > (, - - - - - - - - - - _ _ _ 40 psf LL, 10 psf DL � Q o - - - - - - - - - - - - - - - - - - SIZE 12"a.c. 16;'o.c. 19.2"lo.c. 24"o.c. ~ Z 0° 2x6 91-311 8'-5" 7-11 71-311 �' > Q Q 2x8 12'-311 11'-1" 10'-3" 9'-211 00 2x10 15'-5" 13'-411 12'-2" 10'-11" 6 2x8 TREATED LEDGER 2x8 TREATED LEDGER 2x12 18'-2" 15'-9" 14'-4" 12'-10" zui w/(5)0.13111 x 3"NAILS wl(5)0.131"x 3"NAILS �' J 0 INTO EACH LOOR INTO EACH TRUSS END ROOF FRAMING NOTES: ai C) n- TRUSS EN /STUD 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT.SYP C, JOB NUMBER: COUNTY: w 16-1825 DUVAL 2. ALL RAFTERS SHALL BE 2x8's @ 24'bc.(U.O.N.) SCALE: 3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON H8 CLIPS L %"=1'-0"(U.O.N.) a� WITH(5)10d x 1;12"NAILS EACH END DO NOT SCALE THIS DRAWING 4. FASTEN ALL RAFTERS AT RIDGES WITH COLLAR TIES.FACE-NAIL = RELEASE DATE: LOWER ROOF LAYOUT COLLAR TIES TO RAFTERS WITH (5)0.131"x 3"NAILS 1 02-13-17 B01 5. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WITH x 3"TOE-NAILS J01 J02 11 J01 6. ALL RIDGES, HIPS,AND VALLEYS SHALL BE(1)NOMINAL SIZE LARGER q� DRAWN BY: THAN ADJOINING RAFTERS.(U.O.N.) CMF 7. FASTEN RAFTERS TO CEILING JOISTS WITH 4 0.131"x 3"NAILS a CHECKED BY: MjR FSS ( } O 8. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES WITH w TITLE: (3)0.131"x 3"TOENAILS LOWER ROOF LAYOUT 9. FASTEN ALL HIPS AND VALLEYS TO PLATES WITH(2)SIMPSON H8 - TWIST STRAPS WITH (5)10d x 1,Y2"NAILS EACH END OF STRAP = SHEET: ti 0 N 0 (3 02 a� L0 Lu N � M -0 LL 0 _U) n a7 LO 5 w 0 L0 o = J TF 05 0 O cn JO Q o CO w III -� III Ln U a ill '� III E Qcn J10(6) J06 N III ill � � _ III w III J09 J09 � I--�-i co 1 III - - - - - - - - - - - z I- L � T- �- (D C} CO3 0 Q N jo°po co o d �. C) U CD N o FLORIDA C.A. NUMBER:25846 J05 CD J10(2)jl cuCD cy) J06 0 0 .. 'Il aL �• y TS24 AT HTS24 AT No.507'01 TRUSS TRUSS OF D02 ............... : X, O PRAGKI t� ::. .................. . �glr NOTE. cu T(" " 0791 D09 H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR OMMENTS: D08 SIDE OF THE WALL a} TRUSS CONNECTOR SCHEDULE cu TRUSS ID LEFT INTERMEDIATE RIGHT 0 ....................... . . ........... . D01 HTS24 0 D11 HTS24 HTS24 a 0 cua� L ALL OTHER TRUSSEcn A S H2 5T OR H2 5T OR H2 5T OR SDWC 15600 SDWC 15600 SDWC 15600 NOTE: cu L � 1)ALL TRUSS CONNECTORS ARE BASED ON C) UPLIFTS COMPUTED BY ENGINEER OF RECORDcu UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS u SHALL BE DISREGARDED cn -47 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM . ........ . SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. cz ......... .. D05 a� DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE �' CONTRACTOR cn D04 3% 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLEDcn , AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR Q) OFFBe, �l ' APPROVAL OF THE ENGINEER OF RECORD -0 ( I 4)HTS24 1 HTS30 STRAPS MAY BE INSTALLED ON THE iINTERIOR SIDE OF WALL D02 TS24 AT HTS24 AT (5)REFER TO MANUFACTURER'S INSTALLATION DETAILS �' TRUSS TRUSS WHEN USING SDWC SCREWS L cn LA0011 J06 E01(2) 1 •L Q w 0 Q� JO ® E02 0 .� .......... . I C) ♦ ♦ J v V Ln LQ CD CD a _ � U) V O 0 W W V E m ' o C) w cn w i-- cn � z CO UP12ER ROOF LAYOUT. c� UJz —, 0 JOB NUMBER: COUNTY: w 16-1825 DUVAL /o1=1'-0"(U.O.N.) (n DO NOT SCALE THIS DRAWING = RELEASE DATE: 02-13-17 DRAWN BY: CMF 0 - _ CHECKED BY: MJR FSS w TITLE: UPPER ROOF LAYOUT (D cn = SHEET: r C) C'V o d Q) 00w L w N 2) c� -0 u- o = J L J � z C O ' (n 4 �e 2) Ln Q � U_ ^ N C", OVERHANG EXTEND RAFTER PAST DIAGONAL w cn cn a� =) c 0. 31"x 3" NAILS @ 8"O.G. OVERHANG 3'-4" � z a STAGGERED ACROSS — P ROOF SHEATHIN ALL IN ERSECTING MEMBERScn co u- INCREASE NAIL SIZE TO THROU H TRUSS INTO RAFTER 0.131"x 3" AILS @ 8"O.C. r � a 0.120 x 3 RING SHANK IN FROM OPPOSITE SIDES OF NOTCH ROOF SHEATHING STAGGERED ACROSS Q N N AREA INCREAS NAIL SIZE TO ALL INTERSECTING MEMBERS o 0 OVERHANG 0.120"x 3" RING SHANK IN m o � 1x6 T&G DECKIN • OV RHANG AREA L o co ` 1 6 T&G DECKING 0 r a cn c 2x6 RAFTER SLOTTED INTO GAP RE-ENGINEERED TRUSS BETWEEN CORNER HIP JACKS EARING WALL \`PRE-ENGINEERED TRUSS Q FLORIDA C.A. NUMBER;25846 LOWER RAFTER TO ALIGN WITH 2x6 RAFTE SISTERED TO SIDE F T&G ELEVATION BOTTOM O OF TRUSS. LOWER RAFTER TO EARING WALL 0M ALIGN WITH BOTTOM OF T&G � '°1�µ�vi��usrrrrrtrrrarrr�o� 2x6 RAFTER SLOTTED INTO GAP (i.e. RAFTER ISNOT CUT OR ELEVATION ��y`'°',�C ........� NOTCHED) co BETWEEN CORNER HIP JACKS 4 � % ° No,50791 LOWER RAFTER TO ALIGN WITH 2x6 RAFTER SISTERED TO SIDE 4 BOTTOM OF T&G OF TRUSS. LOWER RAFTER TO TAS , Of ALIGN WITH BOTTOM OF T&G Rt (i.e. RAFTER IS NOT CUT OR NOTCHED) rr► ,PE EARING WALL ��4 "t�o.50791 OMMENTS: PRE-ENGINEERED HIP TRUSS RE-ENGINEERED TRUSS cu c U L O EARING WALL a a� PLAN VIEW PLAN VIEW o O tZ A CORNER HIP RAFTER DETAIL A RAFTER TAIL DETAIL 9> cu s-7 s-7 co cu c c TYPICAL TRUSS TOP CHORD OFFICE COPY2x6 FLATWISE BETWEEN J TOP CHORDS.NAIL AT EACH END WITH(3)0.131%3Y4"NAILS a� VERFRAME WITH 2x6 RIDGE AND 2x4 RAFTERS AS REQUIRED TO PLANE ROOF TRUSSES INTO ADJACENT ROOF.NAIL OVERFRAMING AT EACH END WITH(3)0.131"x 3Y4"TOENAILS a.� c RE-ENGINEERED TRUSSES Q SEE SHOP DRAWINGS BY OTHERS c -L Q 0 L Q� O H3 CLIP OR EQUAL cu (TYPICAL EACH TRUSS) j 2x4 STUDS @ 16"O.C. 0 Lu a 0 2x4 NAILER OVER ROOF o W V SHEATHING.NAILED TO m 0 2x4 BLOCKING BELOW U V 6d NAILS WITH 2 1 W c, W I-- ROOF SHEATHIN Z i INSTALL PRIOR TO cn INSTALLING NAILER uj Z 2x4 NAILER OVER ROOF L 6 W c M ? PLATE NAILED w/ — z Lu J 0.131"x3/°'@$"O.C. �' Lu p TO BLOCKING 2x4 FLATWISE @ 24°'0.C. [L BETWEEN TOP CHORDS NOTE: TOENAIL AT EACH END WITH �,F JOB NUMBER: � INSTALL "OSB RATED SHEATHING ON DORMER (3)0.131"x 3%"NAILS COUNTY: w 16-1825 IDUVAL �6 WALLS-SHEATHING SHALL BE CONTINUOUS FROM NOTE: IF DORMER WALL ALIGNS WITH TRUSS 6 O.C.ON � %"-1'-0'°(U.O.N.) LOWER PLATE TO UPPER PLATE.NAIL DO NOT SCALE THIS DRAWING EDGES AND 12"O.C.IN FIELD WITH 0.131"x 2%"NAILS DO NOT INSTALL BLOCKING AND = RELEASE DATE: ATTACH DORMER PLATE TO TRUSS 2-13-17 WITH 0.131"x 3%"NAILS @ 6"O.C. c DORMER FRAMING S-7 (D DRAWN BY: CMF 'FM CHECKED BY: w TITLE: 0' DETAILS w us = SHEET: o O U BRICK VENEER WITH 1"AIR SPACE AND WALL TIES 0') U-) N BRICK VENEER WITH 1"AIR SPACECN CONT. FLASHING;PROVIDE WEEP AND WALL TIES w ~� a� -� o HOLES @ 33"O.C. 75 uj GROUT AIR SPACE BELOW FLASHING L` W SILL PLATE CONT. FLASHING;PROVIDE WEEP CONCRETE SLABo z ❑ HOLES @ 33"O.C. o o w ❑ GROUT AIR SPACE BELOW FLASHING c cys CONCRETE SLAB ; F --I\\_ A Q ❑ ❑ SILL PLATE ..� En ❑ - -- ---- --- °' o XUEl CN /// / ////// //// I I I-i-i N BEARING POST(AS NOTED} w CONCRETE SLAB \ \//\//\//\//\//\//\` I I c„ �-- ❑::, GRADE ❑ \\//\ \ \\//\\//\\//\\//� I CONCRETE SLAB cn e ~ GRADE \\/\\ \\ \/\ CONCRETE SLAB a� GRADE ❑ \\\ \\\\/\ p--�--- / /` CONCRETE SLAB X - ❑. / // (1)45 CONT. \\ \ \ \\ \\ \ 1 #5 CONT. H.E. r8 CMU STEMWALL WITH(1)#4 @ 48'O.C. ,� „ _ II a a �� cam, AND IN EACH CORNER. /\/ ° ° '` _ ADD$ x 16 CMU TO INSIDE OF o - d d aTa—_ _ _ _ _—_ .7 w a .\ o �� \\ \\ \\ \\ \\ GRADE \ \ \ \ \\ o �—- a FILL CELL SOLID AT EACH#4 REBAR. /\\/ \ o //// /////�// STEMWALL AT POST LOCATION WITH ao --- -�---- \ HOOK REBAR 12 INTO SLAB AND 6 INTO (1)#4 VERTICAL IN EACH // d / / cn FOOTING. \ 5„ / \ \\/\\/\\\�\ ,\/ CO 6,� (AS NOTED) REINFORCEMENT(AS NOTED) c n °P 1'-$°' ONE STORY-(2)#5 CONT. y 11-5� ONE STORY-(3)#5 CONT. AS NOTE REINFORCEMENT(AS NOTED) 1'-0" (1)#5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED) o rn 11-811 TWO STORY-(3)#5 CONT. 1-9 TWO STORY-(3)45 CONT. o � co a STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICKrE SECTION PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGErK SECTION - THICKENED EDGErp SECTION - INTERIOR cu BEARING PAD FOOTING c rA SECTION SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STE WALL HEIGHT EXCEEDS 48"CONTACT SD-1 �D- 0 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGIN ER FOR ADDITIONAL REQUIREMENTS. cn a� o FLORIDA C.A. NUMBER'25846 a SILL PLATE a_ PA51 STRAP NAILED TO GARAGE 3"MAXIMUM OVERHANG(OPTIONAL) � DOOR POST.BEND STRAP INTO STHD14 STRAP NAILED TO z U- FOOTING AS SHOWN. GARAGE DOOR POST. CONCRETE SLAB �►o�i�iw��rls��,fi�� o CONCRETE SLAB 0 z Q EMBED STRAP INTO FOOTING SILL PLATE o u _ X. _ AS SHOWN. e CONCRETE SLAB � a� � N coL < � co \ \ \ \ \\j�\\\\\\\, @ #4 WITH 6"HOOK INTO FOOTING cow /�\\\\/�\/�\ CURB HEIGHT VARIES No. 0 0 GRADE CONCRETE SLAB z AND BENT 12 MINIMUM INTOcu Q �r _ - _ - THICKENED EDGE. cn GRADE /%\ �/\(1)#5 CONT. d -�—� a e GRADE /\\\j�.\\\ /(1)#5 CONT. -- --- STATE C)F\ _ \\ \\ \\ \\ � o 'cr GRADE / / //\ /$"CMU STEMWALL WITH(1)#4 @ 48"O.C. <C-V / - / a ° \ �/8 CMU STEMWALL WITH(1)#4 @ 48 O.0 ° /� d a ° \ / / / / °•a a ° d // // //\//�AND IN EACH CORNER. /�// // // // �OR1`t� • � AND IN EACH CORNER. FILL CELL SOLID AT EACH#4 REBAR. , 7 FILL CELL SOLID AT EACH 44 REBAR. \ \ a a ° `� u n 22: •' /r ° r a v '14 ° ' ° ° d ° \/\/\ O /\ ' 1 , ° ei� \\ \�� HOOK REBAR 12 INTO SLAB AND 6 INTO \\ \\ �'° \ - �� /\GRADE �- - - - // //// \ \ \\ ,� 'I� .SIMPSON,PE / \ j\/\ _ \ - = - - a \\ \\\\ // AND 6 INTO FOOTING. 8 (1)#4 CONT. \ \ \ FOOTING. \ \ FL PE Na.50791 OMMENTS: 4417.v. .�. .\ \\��\j\\ / /\\/ //\\//\\/ \\//\\ \\ 6 If \,\\\\\ \ \ \ \ \ \ \ \ NOTE: o' V-8" ONE STORY-(2)#5 CONT. 1-0 ONE STORY-(2)#5 CONT. ,// ///////////\//\//\ \//\//\//\//� \i\/i�/��/� 1'-$" (2)#5 CONT. cu 1'_g" TWO STORY-(3}#5 CONT. 1°-4" TWO STORY-(2)#5 CONT. 6"Mr1V\\/\\\��\\I/'\/ \\\/ REINFORCEMENT IS NOT REQUIRED ALTERNATE:INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA-51 STRAP OR STHD14 STRAP(SEE DETAIL R ON SHEET SD-1) TO PASS THROUGH SLOTS IN STRAP. o TI N - MONOLITHIC F DETAIL - A51 INSTALLATION (STEMWALL) DETAIL - STHD14 INSTALLATION MONOLITHIC L SECTION - PORCH STEMWALL Q SECTION - NON-BEARING STEPDOWNB SECTION - STEMWALL SEC 00 0 SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEN �D-WALL HEIGHT EXCEEDS 48"CONTACTNOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �-1 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINE ER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. o 0 m - - T SHOWER AREA F SHOWER AREA o ---- - MONOLITHIC FOOTING BRICK VENEER WITH 1"AIR SPACE cu AND WALL TIES ��—8"CMU STEMWALL f _U FOF M EDGE cn 01 CONT. FLASHING;PROVIDE WEEP PLA VIEW PLAN VIEW HOLES @ 33"O.C. GROUT AIRSPACE BELOW FLASHINGui BRICK VENEER WITH I"AIR SPACE a� SILL PLATE AND WALL TIES cu aD SILL PLATE t�- (1)#5 CONT. CONT. FLASHING;PROVIDE WEEP ❑ FILL JOINT WITH ELASTOMERIC HOLES @ 33"O.C. GROUT AIR SPACE BELOW FLASHING 2 MSTAM36-Z STRAPS a) 6 MIN. (1)#4 CONT. SILL PLATE a ( } � ❑ JOINT FILLER NAIL EACH STRAP TO CRIPPLE STUD ❑ SILL PLATE HEIGHT OF CURB VARIES J CONCRETE LAB cn � � ❑ CONCRETE SLAB _ `* "MIN. E] CONCRETE SLAB <t �, WITH(13)10d COM NAILS �, _ _ 2E o FASTEN STRAP TO FOUNDATION cC146 N (1)#4 CONT. 0 0 0 cu p a� z ❑ HEIGHT OF CURB VARIES(8"MAX.) • z 6"MIN. HEIGHT OF CURB VARIES 8"MAX. ❑ \\\\\\\\ 0 < WALL WITH(8)y4"x 2X"CONCRETE SCREWS GRADE ❑ CONCRETE SLAB - \ \ \ \ ( } ❑ /\\\\�/\\ \� o � INTO MASONRY OR(8)%"x 1 a"CONCRETE �, ❑ GRADE CONCRETE SLAB ❑ / / / M SCREWS INTO CONCRETE. CONCRETE GRADE ❑ \ \\//\\//\\ / ❑ \ \/\/ \ \\\j�j\\ / / / ❑ \\/\\\\\//\/ SCREWS SHALL BE POWERS"TAPPER"WITH cu /\/\/\ • �__ GRADE //\ \ \/\(1}#5 CONT. z \/\/ \j PERMA-SEAL FINISH OR EQUAL. \r8"CMU STEMWALL WITH(1)#4 @48"O.C. / °��--'�� // //' H.E, DE \ \ \ \ � a/, \//\//\� - T ❑ // // // 8"CMU STEMWALL WITH 1 #4 48"O.C. cn \ AND IN EACH CORNER. o Z \\ � /\\\\\/\� „ ,� o _z �i /\\\// , /\\\/\� a / \\/�\\/�\\AND IN EACH CORNER. STRAP SHALL BE COVERED WITH SIDING OR FILL CELL SOLID AT EACH#4 REBAR. /\\ �' a• .Q \�\\� o \/ //\ \ $ CMU STEMWALL WITH(1)#4 @ 48 O.C. //////// ////// - / a // //: FILL CELL SOLID AT EACH#4 REBAR. STUCCO / / HOOK REBAR 16 INTO PORCH SLAB AND NOTE: HOOK REBAR 12 INTO UPPER COUCD RSE OF /\ \/�\ T / / / AND IN EACH CORNER. �,// // °/ r / /\/ a .-• \ \ / i o / a /\/ \ \ s o \ a \ \ \ BLOCKS AND 6 INTO FOOTING. / //\//\ \//\//\/� \ \/� FILL CELL SOLID AT EACH#4 REBAR. /\ / / /\�%�\/� \\ \/�� 6"INTO FOOTING. \5 /\\j //\\//�� THIS DETAIL MAY BE SUBSTITUTED FOR \ \ \ " \/\/\ \/ //\ \//\//\ HOOK REBAR 12 INTO SLAB AND 6 INTO /,i �- \��\r\ / EITHER THE PA51 STRAP(STEMWALL)OR o 6 � \\r�� ' FOOTING. \ c� 1'-5" ONE STORY-(3)#5 CONT. 6" 1'-0" ONE STORY-(2)#5 CONT. 6" \ THE STHD14 STRAP(MONOLITHIC). n , n , n a) 11-81' ONE STORY-(2)#5 CONT. 1'-9" TWO STORY-(3}#5 CONT. 11-811 ONE STORY- 2)#5 CONT. 1-4 TWO STORY-(2)#5 CONT 1-8 \'��//\ Q 1'-8" TWO STORY-(3)#5 CONT. ( (2)#5 CONT. 1'-8" TWO STORY-(3)#5 CONT. _ - R DETAIL - ALTERNATE _c_— MONOLITHIC v Q C SECTION STEMWALL AT GARAGE WITH BRICK SECTION - AT GARAGE WITH BRICK G SECTION STEMWALL AT EXTERIOR WALL SHOWER SECTION MONOLITHIC AT EXTERIOR WALL SHOWER M SECTION PORCH STEMWALL WITH BRICK L ERNATE FOR PA51 STRAP OR SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 4$"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 STHD14 STRAP o = Q ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. W o Q 0 Lu V F= 0cn DO , H _ V W Lu N SILL PLATE > cu Q =3 (1)45 CONT NOTE: � LLJ Z FILL JOINT WITH ELASTOMERIC SAW-CUT CONTRACTION JOINTS(i.e. CONTROL JOINTS) > JOINT FILLER AS SOON AS THE CONCRETE HAS HARDENED ENOUGH (3 M Z NOT TO BE DAMAGED DURING THE CUTTING PROCESS. TREATED POST - w CONCRETE SLAB '� ( SILL PLATE o; z 2 SILL PLATE SILL PLATE (TYPICALLY 1 -4 HOURS IN WARM WEATHER) w O ABU__ POST BASE WITH � o ° - PAVERS BY OTHERS 5"GALV.ANCHOR EMBEDDED �� _ , z 6"MIN. CURB HEIGHT VARIES s W JOB NUMBER:16-1825 COUNTY:DUVAL ( MAX.) CONCRETE SLAB CONCRETE SLAB FILL CUT WITH 1" DEEP x "WIDE SAW 'II HEIGHT OF CURB VARIES 8 MAX. / 12"(SET-XP ADHESIVE) GRADE \/\\/\\/\� GRADE CONCRETE SLAB a o i „_ ,� ELASTOMERIC CUT AT DENOTED DO NOT SCALE THIS 0DRAWING " WITH 1 #4 48"O.C. ' FILLER LOCATIONS. \r$ CMU STEMWALL ( } @ a- ---a6 - - / AND IN EACH CORNER. , _ d a w \r,�//\ a :. 02-13-17 \� a-_-'_-- ° ._, �, _ RELEASE DATE: O - //\//\// .v. - ////\, /\ \ ° v d \ \ \ \\ \\°c 'd a v -n S7\/\ \ O e e r° ,� FILL CELL SOLID AT EACH#4 REBAR. o z \/\\/\\/ /\\/� , / $ TALL 12 SQUARE GROUTED ci \ \ 4• • \ \ � �\ \ d \ •s / / =' `� / � <a ) 0 1 • � CMU OR CAST-IN-PLACE � HOOK REBAR 12 INTO UPPER COURSE /\/\/ •,a . �, /\\//' \\,\�' /\\ \%i\� \\ \\ d a/\\\\\\ - \, OF BLOCKS AND 6"INTO FOOTING. �\/ \ \ \,\\,\\, \/, /\\ \/�\/� /` �/\\/�\�\\/\/`\ � , a < � � •. CONCRETE �_ 4.4 Q` PEDESTAL ON 24"X 24"X 12"PAD DRAwN BY: CMF / /, / FOOTING WITH(2)#5 EACH WAY CHECKED BY: 1°-0" ONE STORY-(2)45 CONT. '-4" ONE STORY-(2)45 CONT. 1'-4" ONE STORY-(2)45 CONT. CONCRETE SLAB-/ 2'-0 w TITLE: 11-811 ONE STORY-(2)#5 CONT. 1'_4,� TWO STORY-(2}#5 CONT. 11.81° TWO STORY-(3)#5 CONT. '-$" TWO STORY-(3)#5 CONT. 11_$,1 TWO STORY-(3)#5 CONT. a� FOUNDATION DETAILS cn 0 = SHEET: CD D SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE rH SECTION - INT RIOR BEARING J SECTION - BEARING STEPDOWN rT SECTION - TYPICAL SAW-CUT CONTROL JOINT DETAIL - PAD FOOTING AT PAVERS N SD-1 NOTE: IF STEMV"/ALL HEIGHT EXCEEDS 48"CONTACT 5D-1 SD-1 SD-1 SD-1 O ENGINEER FOR ADDITIONAL REQUIREMENTS. d � v•L 00 CN w CN HEADER NAILING REQUIREMENTS 2' 0 ILL o I1 0) DOUBLE PLATE 2x6 (3)NAILS PER PLY = w TYPICAL DOUBLE PLATE SPLICE NOTE: REFER TO DETAIL"S"ON SD-3 FOR NAILING JACKS AND KING STUDS 2x8 (4)NAILS PER PLY ( ) REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT (AS NOTED) 48"MINIMUM SPLICE LENGTH o w / HEADER HEADER(AS NOTED) 2x10 (5)NAILS PER PLY L U MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION E <t (2)2xSYP#2 DOUBLE PLATE(U.O.N.)NAIL NAILS AS NOTED - cn (16)0.131"x 3'"NAILS IN THIS ZONE. (SEE DETAIL"E"ON SD-2} PLATES WITH 0.131"x 3"NAILS @ 8"O.C. —2x—BLOCKING(TYPICAL) IN TABLE 2x12 (6)NAILS PER PLY g o _ NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH STAGGERED 3 0.131"x 31/a"TOENAILS AT EACH 9 4"or 9%" °�,_ "' JOINT IN LOWER PLATE JOINT IN UPPER PLATE 11 "NAILS 6"O.C. STAGGERED ( ) 0.131 x 3 A @ I I TYPICAL STUD TO DOUBLE PLATE END(TYPICAL) JACK STUD::�X LVL (5)NAILS PER PLY w 111 II � JACK STUD AND KING I I CONNECTION 11 or 11 NAIL EACH SILL PLY TO KING STUD KING STUDS 4 c (SEE DETAIL"G"ON SD-2) 11 1 ,1 LVL (6)NAILS PER PLY � U) cy STUD REQUIREMENTS WITH 3 0.131 x 3/ NAILS-TOENAIL x - (SEE WALL LAYOUT) OR ENDNAIL(TYPICAL) 0, �� 14 LVL (7)NAILS PER PLY 0-1 BEVEL BLOCKING AS REQUIRED FOR NOTE: w o SPH4/6 INSTALLED HORIZONTALLYNAILS MAY BE TOENAILED OR BACK z �, / MINIMUM 1)12"NAIL PENETRATION INTO MAIN FRAMING MEMBERS. NAILED THROUGH KING STUD. 16"LVL 8 NAILS PER PLY o c~n cn Z11 11 L BUILT-UP HEADER WITH 0.131 x 3/a I 2x—SPF#2 STUDS @ 16"O.C.(U.O.N.) (TYPICAL) CD NAILING AT STUD NAILS @ 12"O.C.TOP AND BOTTOM F� Q N (U.O.N.) I (2}2x SILL TO DOUBLE PLATE NAIL EACH PLATE TO JACK STUD I SHEATHING MAY CANTILEVER UP TO �, C/) co WITH(3)0.131"x 3%11 NAILS-TOENAIL 2"MAXIMUM PAST SUPPORTS.ALL � o OR ENDNAIL(TYPICAL) WINDOW ATTACHMENTS MUST BE ANCHORED INTO 2x—MEMBERS. a 'T_ w I c a D DETAIL - TYPICAL ARCH TOP OPENING E DETAIL - TYPICAL HEADER TO KING STUD CONNECTION 4 SD-2 SD-2 a DOUBLE SILL REQUIRED WHERE OPENING cn WIDTH EXCEEDS 61"(U.O.N.) FLORIDA C.A. NUMBER:25846 JOINT IN SILL PLATE I I STUD TO PLATE NAILING BUILT-UP CORNER POST NAILING AT STUD cu TO SILL PLAT o Ilk\ 11 ,J. Ill. .1 APPLY SHEATHING HORIZONTALLY FOR STUCCO NAILING AT STUD STUD SIZE ENDNAIL TOENAIL TO DOUBLE PLATE �= I, li II n n n n li n u n n 11 j `1�11141111411if1f1i�'�t$�� 4"MIN. " 11 APPLICATIONS, EXCEPT THAT 7/ 16 STRUCTURAL 1 2x4 (2) (3) S. II II II II 11 II .I 11 �� u �� u u V t! lJ 1211 u '� u 12"MAX " " 2x TREATED SYP#'SILL PLATE „ STUD �� a��` �� .!R' MAX.�j^ `� RATED O R 15/ 32 RATED SHEATHING MAY B E 2x6 (3) (4) ANCHOR BOLT(AS NOTED) BUIL -UP POST(WHEN NOTED ON WALL LAYOUT} TYPICAL STUD TO SILL PLATE NAIL EACH PLY WITH 0.131"x 3 411 CONNECTION INSTALLED VERTICALLY. 1 „ NAIL @ 6"O.C. STAGGERED (SEE DETAIL"G"ON SG-2) NAILING AT STUD 2x8 (4) (5) ALL NAILS NOTED ARE 0.131 x 3/a TO SILL PLATE 200 (5) (6) a t of S ' - ALL NAILS NOTED ARE 0.131"x 3%" s, `•. ON,PE C DETAIL TYPICAL WALL FRAMING CONDITIONS F G DETAIL - TYPICAL WALL STUD CONNECTION S°791 � ��44 SD-2 SD-2 SD-2 s= cv ROOF OR FLOOR FRAMING(AS NOTED U SILL PLATE(BELOW) 2x_N0.2 SPF OR No.2 SYP SUBFASCIA WITH(2)0.131"x 34"ENDNAILS AT TRUSS o �— CONNECTOR IF NOTED -a 2x_CORNER FRAMING FULL ROOF COVERING(BY OTHERS) a' (SEE CONNECTION SCHEDULE) HEIGHT STUDS(TYPICAL) ROOF TRUSSES o (D CORNICE DETAIL OTE: _n H2.5A AT EACH LOOKOUT H2.5A AT EACH LOOKOUT N2AIRLSS OWS @ 120'0 C.0. "x 3 4" TRUSS TO WALL CONNECTION o (BY OTHERS) �— STAGGERED(TYPICAL) GYPSUM BOARD / HARDWARE MUST BE INSTALLED 2x4 LOOKOUTS @ 48"O.C.FOR 2x4 LOOKOUTS @ 48"O.C. OVERHANG FOR OVERHANG ( ON THE EXTERIOR SIDE OF THE cn (2)2x—SYP#2 DOUBLE PLATE(U.O.N.) \ WALL ROOF SHEATHING(AS NOTED) ROOF SHEATHING 2x—SPF#2 STUDS @ 161.O.C.-U.O.N. 2x4 SYP BLOCKING BETWEEN (AS NOTED) 2x6 OR 2x8 FRAMED WALL (SEE WALL LAYOUT) 7 15 /s OR /2 RATED SHEATHING, EXPOSURE I-SHINGLE ROOF r LOOKOUTS 2x4 SYP BLOCKINGSILL PLATE(BELOW) 1s GYPSUM BOARD /2"RATED SHEATHING, EXPOSURE I-TILE ROOF c6 BETWEEN LOOKOUTS —2x4 CORNER FRAMING FULL \ / " s " THREADED ROD ASSEMBLY(IF NOTED) � _ � FASTEN WITH 0.113 x 2/a RING SHANK BALLOON FRAMED HEIGHT STUDS NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. STUDS(AS NOTED I INTERIOR SHEARWALL(IF NOTED)SHALL BALLOON FRAMED STUDS(AS NOTED) ) MINIMUM OF(3)2x4 BLOCKS 12"LONG 7 GYPSUM BOARD _0 DOUBLE PLATE NAILED WITH 4 0.131"x 3%"NAILS TO USE s RATED SHEATHING FASTENED CONNECTOR AT EACH TRUSS vn SINGLE PLATE NAIL TO TRUSS INTERIOR VAULT EACH ADJACENT STUD AS NOTED. (SEE TRUSS CONNECTION SCHEDULE) 2 BOTTOM CHORD WITH 0.131"x 34" 2x—TREATED SYP#2 SILL PLATE WITH NAILS @ 6'O.C. EXTERIOR SHEATHING ALTERNATE: INSTALL SOLID STUD IN s 1 (2}2x_SYP#2 DOUBLE PLATE(U.O.N.) °; SHALL BE NAILED TO THIS SPACE SIMPSON/s x 6 TITEN HD @ 48 O.C.MAX. WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE EXTERIOR SHEATHING SHALL BE UPPER PLY OF DOUBLE 2x4 CORNER FRAMING FULL 2x—SPF#2 SOLE PLATE IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.TO THE TOP c,; NAILED TO BOTTOM CHORD OF TRUSS PLATE @ 6"O.C. ,1 " 1/11 ,1 1 11 HEIGHT STUD G a cn 1 .I _ 6 O.C.WITH 0.131 x 2 2 WITH 0.131 x 2/ NAILS. WITH 0.131"x 3%"NAILS PLATE OF THE DOUBLE PLATE NAILS. (2)ROWS OF 0.131 x 3� \\ % @ 8"O.C. U.O.N. (NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES) OFFICE � ±�e? (U.O.N.ON WALL LAYOUT) (U.O.N.ON WALL LAYOUT) 2x4 FRAMED WALL NAILS @ 12 O.C. -` FLOOR BEAM(AS NOTED) GYPSUM BOARD SLAB ON GRADE CONDITION RAISED FLOOR CONDITIONcu 1%2°'FULL LENGTH RATED SHEATHING,EXPOSURE I. cli cu CEILING VAULT J DETAIL - BALLOON FRAMED GABLE END HIGH CEILING VAULT K SECTION - TYPICAL FRAMING AT 90° CORNERS L SECTION - TYPICAL INTERIOR BEARING ANDIOR SHEARWALL ONEDGESAND12'OMOR C.ON INTER EDNAILS ATESUPP'0 TS.H DETAIL BALLOON FRAMED GABLE END (LOW �-2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN% OF EXTERIOR ROOF PITCH 5D-2 INTERIOR CEILING PITCH EXCEEDS% OF EX ERIOR ROOF PITCH �-2 SD-2 (U.O.N.) SEE"F"ON SD-2 CD 2x—SPF 42 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) cu 2x_SOLE PLATE(U.O.N.)NAIL TO RIM 2x_N0.2 SPF OR No.2 SYP SUBFASCIA WITH(2)0.131"x 34"ENDNAILS AT TRUSS BOARD @ 6"O.C.WITH 0.131"x 34" cans ROOF COVERING(BY OTHERS) NAILS NOTE: ROOF TRUSSES — 2%2"RATED STURD-1-FLOOR(T&G)SHEATHING co ALL MEMBERS SHALL BE 42 SYP. NAIL BRACE 0 BLOCKING WITH 5 0.131"x 34" 0.131"x1 CORNICE DETAIL NOTE: GLUED AND NAILED. FASTEN WITH 0.131"x 2%"RING { ) (3} 3� TOENAILS AT EACH LOOKOUT TRUSS TO WALL CONNECTION — SHANK @ 6"O.C.ON EDGES AND 12"O.C.IN THE NAILS TO TOP CHORD OF TRUSS. (BY OTHERS) L 2x6 BLOCKIN BETWEEN TRUSSES WITH HARDWARE MUST BE INSTALLED / FIELD. Q 1 „ 2x4 BLOCKING REQUIRED BETWEEN / ON THE EXTERIOR SIDE OFTHE o (3)0.131 x 3 NAILS EACH END LOOKOUTS I WALL FLOOR JOIST(I-JOIST SHOWN,SAWN Q, f—ROOF SHEATHING(AS NOTED) \ \ I JOIST SIMILAR-SEE SECTION"Z"ON 2x_BARGE RAFTER / J ( SD-3 FOR OPEN WEB TRUSS) s cu Vis"OR 1%2"RATED SHEATHING, EXPOSURE I-SHINGLE ROOF a"CLEARANCE BETWEEN PANELS BETWEEN FLOORS �, Q ( FASCIA(BY OTHERS) \ 1%2"RATED PLYWOOD SHEATHING, EXPOSURE I-TILE ROOF v \\ I I I I " — / 1Y32"RATED SHEATHING, EXPOSURE I-METAL ROOF GYPSUM BOARD 0 2x4 LOOKOUTS @ 48O.C. 11 s/s 11 RIM BOARD(LSL OR LVL) 0 Q FASTEN WITH 0.113 x 2 RING SHANK � (/) NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. 1Lu Q H3 CLIP OR EQUAL AT EACH NAIL JOIST TO PLATE WITH(2)0.131"x 3/a„TOENAILS o W V LOOKOUT 2 2x—SYP#2 DOUBLE PLATE Q m GYPSUM BOARD O � ( CONNECTOR AT EACH TRUSS (U.O.N.) cn = V uj GABLE END TRUSS{DROP GABLE} (SEE TRUSS CONNECTION SCHEDULE) SEE DETAIL"EE”ON SD-3 FOR a W ~ BETWEEN FLOOR CONNECTIONS Z 2x6 BRACE SPACED @ 4811 O.C.UNLESS (2)2x SYP 42 DOUBLE PLATE(U.O.N.) a)cn Q ( \ I OTHERWISE NOTED ON ROOF LAYOUT. WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN TOENAIL RIM BOARD TO PLATE WITH a W Q Z I I I I I I ADD 2x4 T'BRACE NAILED @ 6"O.C.WITH ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.TO THE TOP0.131"x 34"NAILS @ 8"O.C. 00 Q 0.131 x 2/ NAILS IF BRACE LENGTH PLATE OF THE DOUBLE PLATE(NAILING MAY ALSO BE v > U M Z EXCEEDS 9'-0". STAGGERED ACROSS BOTH PLATES) i z w GYPSUM BOARD �—GYPSUM BOARD �' w 0 III L I Iaf �\ 2x SPF 42 STUDS @ 16 O.C.-U.O.N.(SEE WALL LAYOUT) 2x SPF#2 STUDS @ 16 O.C. U.O.N.(SEE WALL LAYOUT) Q, 15 JOB NUMBER: 1cou NTY: /2 FULL LENGTH RATED SHEATHING EXPOSURE I. ( � 1%2"FULL LENGTH RATED SHEATHING;EXPOSURE I. , 16-1$25 DUVAL FASTEN WITH 8d COM OR 0.131"x M" NAILS @ 6"O.C. w FASTEN WITH 8d COM OR 0.131 x 2/ NAILS @ 6 O.C. ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. �' 1 11_ 1 11 ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. a� /a - 1-0 (U.O.N.) (U.O.N.)(BLOCK ALL EDGES)SEE'IF"ON SD-2 U.O.N. SEE"F"ON SD-2 ( ) DO NOT SCALE THIS DRAWING 1 „ 1 �� INSET WALLY FOR STUCCO APPLICATIONS INSET WALL/ FOR STUCCO APPLICATIONS RELEASE DATE:= 02-13-17 WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE GBC CLIP-(2)REQUIRED AT EACH BRACE IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. / TOENAIL BO CHORD OF TRUSS TO 2x_TREATED SYP#2 SILL PLATE WITH a, DRAWN BY: • LSTA12,LTP4,OR SDWC 15600 @ 48"O.C. 2x—TREATED SYP#2 SILL PLATE WITH %"x a� CMF DOUBLE PLATE WITH 0.131"x 3 4"NAILS SIMPSON 6 TITEN HD(OR TITEN HD ROD COUPLER) SIMPSON 3/"x 6"TITEN HD(OR TITEN HD ROD COUPLER) 1 „ �, CHECKED BY: @ 8 O.C. WITH 3"x 3"x 4"WASHER @ 24"O.C. I'a, d WITH 3 x 3 x/ WASHER @ 24 O.C. w TITLE: SECTIONS AND DETAILS 2x4 DRYWALL BACKING INSTALLED GYPSUM BOARD CEILING - (1 of 2) CONTINUOUSLY BETWEEN BRACES M N SECTION - GABLE END WALL DIAGONAL BRACING A SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION - TYPICAL EXTERIOR TWO STORY WALL SHEET: SD-2 SD-2 SD-2SD-2 0 O I I I U 00 -- - DOUBLE PLATE NAILING N Lu N END VERTICAL BRACING REQUIREMENTS _ ~� 0 BRITTLE FINISH FLEXIBLE FINISH EXTERIOR BEAM(AS NOTED) NAIL SHEATHING TO HEADER WITH(2) uw _ L ROWS 0.131"x 2%"NAILS @ 6"O.C. E BRACING 16"O.C. 24"O.C. 16"O.C. 24"O.C. DOUBLE PLATE O , NAIL SHEATHING TO HEADER WITH(6) 0 Cf) w NONE REQUIRED 0"TO 53" 0"TO 47" 0"TO 67" 0"TO 59" NOTCH BEAM AS REQUIRED TO 0.131"x 2/ AT EACH END(TYPICAL) E < / L � FIT BENEATH DOUBLE PLATE (n 2x4 L-BRACE 54 TO 114 48 TO 99 68 TO 145 60 TO 126 3 O.C.NAILING WITH 0.131 x 2/ NAILS = BEAM BEARS ON 2 2x JACKS � � o 2x6 L-BRACE 115"TO 182" 100"TO 158" 146"TO 232" 127"TO 201" O — INTO BOTTOM(TYPICAL) u (TYPICAL-U.O.N.) ui cn F_ ti NOTE: CONDITION: NAIL�SHEATHING TO KING STUD BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER @ 12 O.C.MINIMUM. X 6 o FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL,BRICK (NOTCHED BEAM) ~� N VENEER,ETC. Lu a RATED ROOF SHEATHING Q 2x_L-BRACE NAILED TO ® cn u_ r_= EDGE NAILING PER SHEARWALL L p I VERTICAL WEB -- — REQUIREMENTS. NAILS MAYBE WITH 0.131 x 3 NAILS @ 6 O.C. CID ;= STAGGERED ACROSS TWO JACK Q `� j STUDS. 00 = VERTICAL WEB IN GABLE END -- >, cu w TRUSS NAIL SHEATHING TO DOUBLE PLATE WITH f p o _ (2)ROWS OF 0.1 31x 2/ NAILS @ 6 O.C. EDGE OF PANEL(TYPICAL) O .-- NAIL SHEATHING ALONG BOTTOM OF Q —2x_LOOKOUTS AT 48 O.C. 0 U HEADER @ 3"O.C. cu r w I I� INSTALL DSP CLIPS @ 24"O.C.OR o > 1 OR 24 SPH_@ 32 O.C. o I II II ANCHOR BOLT REQUIRED WITHIN 6 z SPACING (SEE TA " " " " w EXTERIOR BEAM(AS NOTED) u u OF KING/JACK UNIT-MAYBE u u u V5 DOUBLE PLATE LOCATED ON EITHER SIDE. c BEAM INSTALLED BENEATH DOUBLE PLATE ANCHOR BOLTS AS REQUIRED o FLORIDA C.A. NUMBER;25846 DROPPED HEADER CONDITION BEAM BEARS ON(2)2x_JACKS FLUSH HEADER CONDITION (TYPICAL-U.O.N.) 9r CONDITION: 2 � t�y�}�ii�rrrurera f Is ( ) DROPPED BEAM ` t � +ry*rrrrrr*'+lip, rBjs,' eon F_Ns �®0 is P DETAIL TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL - EXTERIOR BEAM TO WALL CONNECTION R DETAIL - EXTERIOR BEAM TO WALL CONNECTION s DETAIL - OPENINGS WITH SOLID SAWN LSL' LUL, OR PSL HEADER SD-3 SD-3 SD-3 ' sD-3 F� No.5079, a _ r STATF— a I y ,I NAIL SCAB TO TOP CHORD WITH % s, 4 � +� ALTERNATE ANCHOR: " %"x 6"TITEN HD (4)0.131 x 3/a NAILS ' b + . J NAIL EACH END OF BLOCKING TO � '- -_ ADD 2x4 VERTICAL SCAB IN EACH BOTTOM CHORDS WITH 3 0.131"x 3 �, �artar� �PSON,PE (MECHANICALLY GALVANIZED) O .... � 'f No.50791 EXTERIOR BEAM TRUSS IF NO WEB IS PRESENT Y —ROOF SHEATHING (AS NOTED) WITH 2"x'/s"WASHER �_ OMMENTS: (3)0.131"x 3Y4" NAILS TYPICAL AT INSTALL 2x4 BLOCKING BETWEEN H6 CLIP FROM EACH TRUSS TRUSS BOTTOM CHORDS @ 12"O.C. POST TO BEAM —ROOF TRUSS(BY OTHERS)WITH 2x4 X-BRACE ACROSS LENGTH OF EXTERIOR MONOLITHIC FOUNDATION- _c_- k,,— _- BRACE(IF REQUIRED) LAP BEAM PLIES AND SHEARWALL s „ „ BOTTOM CHORD OF TRUSS I /a x 6 TITEN HD SCREW ANCHOR NAIL EACH BLOCK TO DOUBLE PLATE _ NAIL AS SHOWN-(5) or%"x 6"SCREW ANCHOR BY a� " NAIL SCA PLATE WITH 3 o TO REPLACE(1)ROW OF LATERAL 0.131 x 3/a NAILS PER PLY ( O HURRI-BOLT INC. WITH(3)0.131 x 3/a NAILS C- PT POST AS NOTED BRACING INSTALL 2x4 No.2 SYP T-BRACE PT POST(AS NOTED) ( ) 0.131"x 3X"TOENAILS ora/a"THREADED ROD SET4%"INTO Q ' � INAILED TO EACH PLY OF TRUSS WEB AT �"-- i.l ABU POST BASE ADHESIVE -4 ' 6"O.C.WITH 0.131"x 3"NAILS H6 CLIP FROM POST 2x4 BLOCKING BETWEEN TRUSSES DOUBLE PLATE o TO REPLACE(2)ROWS OF LATERAL TO BEAM I (AS NOTED) TOENAILED TO DOUBLE PLATO WITH 7 0 0.131"x 3X"NAILS 4"O.C. STEMWALL FOUNDATION-EXTERIOR MINIMUM/s RATED SHEATHING, BRACING INSTALL 2x6 No.2 SYP T-BRACE EXTERIOR BEAM %"THREADED ROD �° ,° EXPOSURE I FASTEN AS NOTED WITH NUT SET IN / THREADED ROD SET 7 INTO j NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) o TRUSS AS NOTED ADHESIVE ON WALL LAYOUT(BLOCK ALL cu ---±----- --------- --- WITH 0.131"x 3"NAILS @ 6"O.C. cn I p ADHESIVE ( ) PLAN VIEW AT TOP OF POST (7"EMBEDMENT) EDGES) Q I I Q a DOUBLE PLATE IF EDGE DISTANCE EXCEEDS 5" r �__�,�__1 INTERIOR APPLICATIONS- co I a j \a o a / MINIMUM%s"RATED SHEATHING, USE MONOLITHIC CONDITION \ a Q / EXPOSURE I FASTEN AS NOTED a cu a d1 I Q a ON WALL LAYOUT(BLOCK ALL EDGES) "' Q NOTE: II a 2) T-BRACING TO BE USED WHEN \ 4 LJ CONTINUOUS LATERAL BRACING IS — — — ' u„ co IMPRACTICAL. SIDE VIEW AT BASE OF POST 0 T SECTION - TYPICAL T-BRACE r7DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST W DETAIL - TYPICAL DTT2-Z INSTALLATION X SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSScn SD-3 SD-3 SD-3 (USP DTB-TZ SIMILAR) SD-3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED z" F 1,C, 2X SPF 42 SOLE PLATE(U.O.N.)NAILV SECTION - CONNECTION OF PERP. SHEARWALL TO TRUSS TO BAND BOARD WITH 0.131"x3%" SD-3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED C C6LAST TRUSS IN ROW REQUIRING BRACING NAILS @ 6"O.C. c� as NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS ccs L 2x4 BLOCKING-TOENAIL OR ENDNAIL 2x BAND BOARD PER TRUSS RATED ROOF SHEATHING w oTRUSS(AS NOTED} MONOLITHIC FOUNDATION- EACH END TO ADJACENT TRUSS WITH ; w MANUFACTURER EXTERIOR (3)NAILS 2x4 SPF NAILER-NAIL TO TOP PLATE WITH Y2„ x 12 TITEN HD SCREW ANCHOR � �— a”CLEARANCE BETWEEN PANELS BETWEEN FLOORS 0.131"x 3 X"'NAILS @ 6"O.C. or%"THREADED ROD SET 7"INTO ADHESIVE j NAIL DIAGONAL BRACE TO INTERMEDIATE o WEBS WITH(2)NAILS o STEMWALL FOUNDATION-EXTERIOR c� I I L 2x4 SPF No.2 DIAGONAL BRACE 2 32"RATED SHEATHING RIM BOARD- %"THREADED ROD SET 12"INTO (TYPICAL AT EACH END OF NAIL TO TRUSSES WITH(6)0.131"x2%" NAIL PORCH SHEATHING AS NOTED ADHESIVE3 „ 0 NAILS. SIMPSON 8 0 x 6 TITEN HD OR _0 I CONTINUOUS LATERAL BRACING) 3.. K__ EXTERIOR FRAMED WALLINTERIOR APPLICATIONS- g THREADED ROD SET IN ADHESIVE cu J NAIL DIAGONAL BRACE TO TRUSS IF EDGE DISTANCE EXCEEDS 5"USE / WITH MINIMUM 4"EMBEDMENT V O TOENAIL TRUSS TO PLATE WITH x 12 TITEN HD SCREW ANCHOR f WITH 1"WASHER � V 11.— Y2'WEB WITH 3 NAILS (2)0.131"x 3 X"NAILS5 0- or�„x 8 TITEN HD SCREW ANCHOR as a ., o = DOUBLE PLATE(U.O.N.) ADHESIVE THREADED ROD SET 6 INTO W O SECTION - TYPICAL OPEN WEB FLOOR TRUSS SECTION - EXTERIOR WALL PARALLEL TO TRUSS a7 DETAIL-ANCHOR BOLT F © m CONTINUOUS LATERAL BRACE(QUANTITY W W AND LOCATION DEFINED BY TRUSS SHOP ~ DRAWING.) a, cv 0 Z Ia� V co Q NAIL CONTINUOUS LATERAL BRACE TO --� EACH TRUSS WEB WITH(2)NAILS SHEATHING rB B DETAIL - TYPICAL HTT5 INSTALLATION -> uj as FIELD NAILINGSD-3 (USP PHD5 SIMILAR) pp Z ROOF TRUSSES(BY OTHERS) U M •... UPLIFT CONNECTOR(AS NOTED) SHEATHING EXTENDS DOWN ONTO z RIM JOIST MINIMUM 6" MONOLITHIC FOUNDATION- ' w MON TH U DOUBLE PLATE 0 2x4 SPF BLOCKING-NAIL WITH(2) U TO ALLOW FOR NAILING EXTERIOR NUT WITH 2"x 2"x 16"WASHER 0.131"x 3)/4"NAILS AT EACH END — JOB NUMBER: COUNTY: (3)TRUSSES MINIA„DHESIVE MUM (END NAIL OR TOENAIL) EDGE NAILING THREADED ROD SET 15�I INTO ALTERNATE:SIMPSON LBPS% SLOTTED �' 16-1825 DUVAL AT SOLE PLATE FOR CONTINUOUS LAT-RAL BRACE AWASHER WITH 1"WASHER. 3 ,I (D %"= V-0”(U.O.N.) RIM BOARD STEMWALL FOUNDATION-EXTERIOR /$ 0 THREADED ROD -0 DO NOT SCALE THIS DRAWING %"THREADED ROD SET 15"INTO RELEASE DATE: NOTES: (2)ROWS 0.131'"x 2%"NAILS = TRUSS BOTTOM CHORD STAGGERED @ 6"O.C.REQUIRED ADHESIVE 3/8"0 s 02-13-17 L BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER U.O.N. IN UPPER AND LOWER SHEATHING SIMPSON x 6/ TITEN HD ROD COUPLER 1) CONTINUOUS LATERAL BRACES SHALL (U.O.N.) NAIL PORCH SHEATHING AS NOTED INTERIOR APPLICATIONS- WITH 1'I CUT WASHER MIN./a SPACE BETWEEN PANELS IF EDGE DISTANCE EXCEEDS 5"USE OR$"THREADED ROD SET IN ADHESIVE WITH 2) ALL NAILS SHOWN SHALL BE 0.131"x 3"NAILS(U.O.N.) ' °° °° MINIMUM 5"EMBEDMENT WITH 1"CUT WASHER � DRAWN BY: EXTERIOR FRAMED WALL SHEATHING EXTENDS ABOVE /s THREADED ROD SET 8 INTO CMF DOUBLE PLATE MINIMUM 6" a ADHESIVE a CHECKED BY: TO ALLOW FOR NAILING ° '°d ° '", ,i ° uJ TITLE: EDGE NAILING AT DOUBLE PLATE '` ° a SECTIONS AND DETAILS ° (2 of 2) = SHEET: K—Y DETAIL - TYPICAL LATERAL TRUSS 'BRACINGK-DDSECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS EE DETAIL - TYPICAL SHEATHING NAILING BETWEEN FLOORS FF DETAIL - TYPICAL HOU$ INSTALLATIONK—cc-� DETAIL - THREADED ROD ASSEMBLY 0 SD-3 SD-3 �-3 ��-3 (USP PHD6 SIMILAR) SD-3 N O