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1602 Maritime Oak Dr new single-family permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 0 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 41PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0085 Description: new single-family home Estimated value: 323898.35 Issue Date: 8/30/2017 Expiration Date: 2/26/2018 PROPERTY ADDRESS: Address: 1602 MARITIME OAK DR RE Number: 169505 1970 PROPERTY OWNER: Name: PROCOIN LLC Address: 2637 CENTER COURT DR WESTON, FL 33332.1832 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: RIVERSIDE HOMES OF N FL Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS ORANGE PARK, FL 32003 Phone: PERMIT INFORMATION: Please see attached conditions of approval WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. *A notice of Commencement is only required for work exceeding an estimated value of $2,500.For HVAC work,a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. Permit Conditions City Atlantic Beach n Permit Number: RES17-0085 Description:new single-family home Applied:6/27/2017 Approved:8/3/2017 Site Address:1602 MARITIME OAK DR Issued:6/30/2017 Finaled: City,State Zip Code:ATLANTIC BEACH,FL 32233 Status:ISSUED Applicant:<NONE> Parent Permit: Owner:PROCOIN LLC Parent Project: Contractor:<NONE> Details: LIST OF CONDITIONS SEQ NO I ADDED DATE R IREDDATE1 SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 6/30/2017 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC UTILITIES Kayle Moore Nates: Avoid damage to underground water and sewer utilities. Verify vertical and horimntal location of utilities. Hand dig If necessary. If field coordination is needed,call 247-5834. 2 1 6/30/2017 1 1 1 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. 3 fi/30/2017 RTI SEWER CLEANOUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: A sewer cleanout must be Installed at the property line. Cleanout must be covered with an RTI concrete box with metal lid. Cleanout to be set to grade and visible. 4 7/6/2017 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be Installed and approved pdorto beginning any earth disturbing activities. Contact the inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 5 7/6/2017 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. Printed:Wednesday,30 August,2017 1 of 2 ^ �S=A' Permit City of n Atlantic 6 ]/6/2017 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scatt Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,.Inc.,Republic Services): Cpntalnercannot be placed on City right-of-way. 7 7/6/2017 RIGHTOF WAY RESTORATION INFORMATIONAL PUBLICWORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 8 1 7/6/2017 1 1 1 RUNOFF INFORMATIONAL PUBLICWORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 9 1 7/6/2017 MARIMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Maximum driveway width within the City right-of-way is 20. 10 1 7/6/2017 REVISION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Any plan change must be submitted as a Revision to the Building Department. 00 Printed:Wednesday,30 August,2017 2 of 2 IR City of Atlantic Beach _ APPLICATION NUMBER Building Department n 800 Seminole Road Qo be assigned by the Building Dpepfa�rhnent.) n Atlantic Beach,Florida32233-5445 Phone(904)247-57-5826 26 �Fax(904))247-5845 i e E-mail: building-dept@coab.us Date routed: _OWI Ila City web-site: hitp:/Aw .coabms APPLICATION REVIEW AND TRACKING FORM Property Address: I� d. I�'`Q,{I-�l lye( L�(,� Q(, De ant review re uired Yes No ,Ip A,� _� Buildin Applicant: 1N� �-fSt /X 'L nin &Zo A (�_ Tree Administrator Project. �j� $i Wt 12t rn i, hOMQ is Wo Public U ilities Public Safety Fire Services Review fee $ yu Dept Signature -` Other Agency Review or Permit Required Review or Receipt Of Permit Verified B Date Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: V. Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable P WORKS Comments: BLIC UTILITIES PUJ-77-/7 IC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Dv�' City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, FL 32233 t (904)247-5834 NEW WATER/ SEWER TAP REQUEST Date 61- 27—/ 7 Project AddressNumber of of Units Commercial _ Residential Multi-Family_ New Water Tap(s) & Meter(s) Meter Size(s) 3rq 'r New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size �q / New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application# �7 ILLS 1 '7 — ME S Water System Development Charge $ (4 Of PO Sewer System Development Charge $ y .D, 00 Water Meter Only $ 8S, UU Reclaim Meter Only $ QS,OD Water Meter Tap $ Sewer Tap $ Cross Connection $ 50, 00 Other $ TOTAL $ 56 /0 , 00 (Notes) APPROVED Kayle Moore P E � Date 3 r Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED ?fr City of Atlantic Beach APPLICATION NUMBER ;14 Building Department (Tc be assigned by the Building Depanment.) -r 800 Seminole Road Atlantic Beach, Florida 32233-5445 J U Phone(904)247-5820 Fax(904)247-5845 ` E-mail: building-dept@wab.us Date routed: O�10 II� City web-site: htip:Uwww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address U o a Row t-h rn-( Da k Q(, De ent review re wired Yes No p � ��"" Buildin Applicant: qF 4 Q-fSi lk fiok S nin &Zo (�- Tree Administrator Project: n Q"LJ 'Q— T J nai I hornQ Ic Wur Public U ilities Public Safety Fire Services Review fee$ Dept Signature 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 Tobacco Other. APPLICATION STATUS FPLANNJNG& ent First Review: WApproved. ❑Denied. ❑Not applicable Comments: lee gGc��,�e 61014 _� _-,/_ J /V/7 I• YJ Gf�! NG //aw-4JReviewed by,/, `S Date:Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: i Reviewed by: Dale: Revised 05119/2077 R.O.W. Permit Attachment of for R.O.W. Permit# issued , 200_ Atlantic Beach,FL 32233 Owner's Name: (L,,f"CIC !'Forv.cS Property Address: I bo 2 ftrUA-i b me Liax Dr;vl— nvdic. 3cn_Lk >Ft Subdivision: Aa-to/thy pz�Q, ('gn,vtVy- owb Lot#/Block#: R.E. la G go c>---> 10 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 RI VQr'StCd2-�4OII'1Qs 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: INIQ.IA.) WN$}rI (ZAIC)" — 5V(2 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: DQ-10 �w Jose 13� 51> 1 to iao, �aclCSa ,u,I _. J7t_ 3=?, The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,Land Development Code, and all other land use and code requirements of the CITY,including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page I of The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30) days after the day of completion. This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATE SI NED this_ck day of _ rte_, 200'1. V LINDBEV M.BISHOP B ¢ rost N^WY PUDIIp BIaU of FIaHOa Y Dommlatb^t FF 9/690020 Pr er = My signed in presence of the Notary) '•>'f,,,gt„b� STATE OF FLORIDA COUNTY OF DUVAL On this �_ day of 20 personally appeared before me, a Notary Public in and for said ounty and State, �-hrlG Lrfoxl� the property owner of ) U 01 ()')a rt-h rnG LDtic Drf.e., Atlantic Beach, Florida, known [o me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. No ry Public in r said County an to CITY OF ATLANTIC BEACH,FLORIDA,a municipal corporation: Approved: A 1alavams,140im Retic WWY5 Direc-�v For Permits where city sidewalk is impacted, City Manager approval required: ]i Ha son, City anger Page 2 of 2 CITY OF ATLANTIC BEACH >s CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 Atlantic Beach,Florida 32233-5445 Fax 904247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date (Olt I q 11, PERMIT# Job Address,({foo l� I I W I'♦11'Yx-1• pouiL r�r r V-C� ISSUED BY THE CITY Permitee: KIVQ.CStC\Q �Aay*$ OjP N. FL.1 NQS Telephone# Ckp4•503'-106S Permittee Address: I.01U S0.NJOS2 BVrI) $k 1@0. JaWjaQLjViI1Q4VL 3O2a3 Requesting Permission to Construct: _SR Location: (Reference to CrossStmet) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalibes: Jacksonville Electric Authority Yes( ) No ( ) Date: Bell South Telephone Company Yes( ) No ( ) Date: Ferrell Gas Yes( ) No ( ) Date: Comcast Yes ( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all,or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach c� Florida Department of Transportation Standards and be performed under the sups ion of J!l Irl 1�I Uf ISP\ ( (COntractor's Project Superintendent)Ipcated at yVPLSii 2 CrheS Telephone#: 5Mcp)95 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in goad faith with 30 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 Puwic Works shall be notified twenty-four (24) hours prior to starting work and again immediateauopletioOWNER Signad: Datearll0t( I1eatore (Jay of t=my of Duval. �� ••„ LINDBEY M.BISHOP State Of Florida,has personally appeared f fy u, W L[Y� s Notary Public-Stale of FlorNr Notary Public at Large.State of Floods,Count' vol. My commission expires: Perso 1 Commission FF 918204 Produced Identification: ,Ra��m My Comm.Explres Jan 19,2020 c=-tiv City of Atlantic Beach NUMBER Building Department 800 Seminole Road Em uiMing Depanment.)Atlantic Beach,Florida 32233-5445 O� �Phone(904)247-5826 Fax(904)247-5845 ^''� �1'!na' E-mail: building-dept@coab.us � (I—1 City web-site: hnp:/Av wcoab.us APPLICATION REVIEW AND TRACKING FORM '^ A,� w+ # 13 S- PropertyAddress: ILLS ( R114I-�rLN f.(� 0(. De entreviewre ulred Yes No p � ��(," Buildin Applicant: Y, `J USt jk S nin &Zo 1 _�..1� SL(lp `Q,— IYIt ( TreeAdministrator Project: .t1]_ y h�MQ Public U ilities Public Safety Fire Services Review fee$ Dept Signatureq I gency Review or Permit Required Review or Receiptof Permit Verified B Dateept.of Environmemal Protectionept.of Transportation River Water Management Districtrps of Engineersof Hotels and Restaurantsf Alcoholic Beverages and Tobacco APPLICATION LIGATION STATUS rPLANNING g Department First Review: �gpproved. []Denied. ❑Not applicable rcle one.) Comments: ILDING &ZONING Reviewed by Date E ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned C by the Building Department.) 800 Seminole Road fl �slq� -O�ON Atlantic Beach, Florida 32233-5445 K- lI}kJJ Phone(904)247-5828 Fax(904)247-5845 !�! E-mail: building-dept@wab.us Date muted: II-T City web-she: hhp:/Mv .coab.us APPLICATION REVIEW AND TRACKING FORM O n L.0+- to I3S- Property Address: 10a a Ma ', \1ra V u 4- . De'UN ent review re wired Yes No y7 Buildin Applicant: I�J t4St QLI(._ [.IUV`/�' S nin &Zone ( - Tree Administrator Project: (tQt � Sl(1G I2' �Q P(tt� I1OM� licw0 —�� Public U ilities Public Safety Fire Services Review fee $ Other Agency Review or Permit Required Review or Receipt Date of Permh 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 sion of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. enied. [-]Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Revl�wed by: MJ Date: TREE ADMIN. Second Review: pproved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES r7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Deni . ❑Not applicable Comments: Reviewed by: Date: Revised 06119/2017 CITY OF ATLANTIC BEACH AOL 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 IV FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 7/71117 Received by: Resubmitted: Permit Number: Sl'7- ms Original Plans Examiner: Project Name: Project Address: r - Contractor. J Contact Name:�, M D'Dd/ Contact Phone : 17t)%2let- Yy4v Contact e-mail:rode_,121z, L Revision/Plan Check/Permit Fee(s)Due: $--f O.o0 Descri tion of Propose Revision to Existing Permit: Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I(pent name) _.. affirm that the above revision is inclusi�eropos��g .. i; Sign�Contra�gent(ConVacbr mus[sign if increase in valuation) Date office Use Only Dale: e �� AVproved: x Rejected: N/Ato Dept�11111I 7 2617 Plan Plan Review Comments: De ent review reuired Yes o Building. mg &Zoning Plans Examiner Tree Administrator Public Works s'• 3 Public Utilities Public Safety Date cnwa5113117 a...< Fire Services CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 7.14.2017 OFFICE COPY Permit#: RES17-0085 Site 12276 San Jose Blvd.,Ste. 120 Site Address: 1602 Maritime Oak Dr.,A.B. Address: Review: 1 Phone: 904.503.7055 RE#: 169505-1970 Email: a atteberrv(a),mvriversidehome.c om Applicant: I Riverside Homes of N. FL Homeowne same r: CORRECTION COMMENTS: These comments are from 1 of 4 departments that are reviewing this application. 1. Resu it the Florida Product Approval Information Sheets with the Corr t wi ow, door and metal roof FL#s and installation instructions /cut sheets Mike Jones Building Inspector/Plan Reviewer QQ C" 3/. '-,7 City Of Atlantic Beach 800 Seminole Road Y Y Atlantic Beach, FL 32233-5445 Ofc (904( 247-5844 Fax (904( 247-58845 1 (� r'n PlJlEd �Pvi -P t., Cn.ti.,m4n Is -7rt/ 17 yn'J 1 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road,Atlantic Beach,FL 32233 Office (904)247-5826 Fax(904)247-5845 pp L Job Address: 1602 Maritime Oak Drive Permit Number: Legal Description Lot 135 Atlantic Beach Cow Club Unit 2 67-132 08-2s-29E Parcel# 169505-1970 oor ea o q. t. n t Valuation of Work S 550.000 Proposed Work heated/cooled 2313 non-heated/cooled 559 Class of Work(circle one): Ne Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)((circle one): Commercial esidential If an existing structure,is a fire sprinkler system installed? (Circle one): c N/A Florida Product Approval# 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 Address 12276 San Jose Blvd., Ste. 120 City Jacksonville State FL Zip32223 Phone 904-503-7055 E-Mail or Fax(Optional)lbisbop@mgivemidehome.com Contractor Information: Company Name: Riverside Homes of North Florida.Inc. Qualifying Agent:Matthew Roberts Address:12276 San Jose Blvd.,Ste. 120 Qity Jacksonville State FL Zip 32223 Office Phone 904-503-7055 Job Site/Contact Number Same Fax#N/A State Certification/Registration# CBC 1254135 Architect Name&Phone#Michael Stauffer 904-471-2552 Engineer's Name&Phone#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 cert6 that no work or installation has commenced prior to the issuance of permit and that all work will be performed to meet the standards of all laws regulating construction in thisjurisdiction. This permit becomes null and void fwork is not commenced within six(6J months or If construction or work is suspended or abandoned for a perrod ofsix/6)months at any time after __,, .......w t.,ewe«.,,..e.a,..e.,....«,.,«..o.m:.... [ho oor..raA fn.Bletlric Werk w.,..x:.o_.Mo Wets.Pools. moce�BoUers,Healers, -nor. s. a ' OFFICE COPY � DO NOT WRITE BELOW- OFFICE USE ONLY P ca e o es: eview Result (circle one) - e Disapprovcd Approvedw/ Conditions Review lnitials/Date: 7 y. I Development Size i Habitable Space 3� 13 s F Non-Habitable S, y; I mpervious area VIiseellaneous Information )ccupancy Group g, 3 ype of Construction y umber of Stories_I ming District G c- ax. Occupancy Load :q Sprinklers Required — )odZone X editions/Comments: i OFFICE COpY Atlantic Beach Country Club lot 135 1602 Maritime Oak Drive Atlantic Beach, FL 32233 Single Family Detached-Group R3 2014 Florida Building Code Michael Stauffer 1093 AIA Beach Blvd.,#330 St.Augustine Beach, FL 32080 I,I JUN 2 6 2011 l �,,, Doc A 2017026206, OR HK 17865 Page 53, Number Pages: 2, Recorded 02/02/2017 at 11:40 AM, Ronnie llraeell CLERK CIRCUIT COURT OUVAL COUNTY RECORDING $18.50 Pmpnm,Lyand nnmt,,. OFFICE COPY Earn.,R.Nrwtnrr Eal.va Nexmm&N.Ims.P.A. 10192 San lone MW meksmwifl ,f1.32257 Pile NO, 174i010 Permit Number: 'I.a Foli.Number: Sate OP fWda Coumy til: Dwvei NOTICE OF COM M ENCEMENT I he mwlemigaW hemb,givesnotice that improvement will is made to rennin feet pmpea;,and.in=,xedan.e wi@r Chapter 7M Florida Smnms(rwlsal 10696),0ie follnwine infermaelun is paw ided in this Notice efC.mmenmmen0 ,. De.nptimtof Property: tui 139.dflandc Brach Country Clwb llwif FNB,aarordinp fo iLe plut thereof as reeeNed in Plat Bank 67,Pa as 132 thrauRh 137,orfhe public reeards of DwvulCwmmy,Florh1a. Saran address: 1602 Maritime Dak Drive ,Atlanta Bcah.PL 32233 Ctrneml Dc ,Aksa of f npr.vmmemsl ..nsttu6011 of single family dwelling CAner IN.a g wn: �. Nam.and Address: Ri 76Sa,N we Ba.k,nd f"..ridu.Enc. 12'_]fi Sane,Florida3 ard,Suite 120 lacksom�iliq Fl �ida 32'9; b. Interest in proper: fa Simple c. Name and ldmsaoHeesMpie title Was,Elf ether 01mn owner): �. a Cmam.mr Riverside NOm,,efNorth l=lorida,Inc. 12276 San Jon B.ulev.N,Smile 120 ladsoaville,Florida 322'3 h. C.m.,06l plume numbs. 904503-7055 Fun number 5. Surety: ..Name and addm : V Plana, mmi cr: e,,Anmunra wf ixmd: 6. n. Lender: Real.,Bank 1034 k4ma Sur !.2nd Floor Donau.,FL 34698 b. I mndrtd phone nnm¢c 79]466]334 n. Permm w4hin the Sate of Hernia designated by(henern,wn whom nmices.r other doemnesM may be mrvud as prim,0 d by Section 113,13(1)(sN,7).,florido Smtmes. 8. Phone numbers.fdesihmamd pem..s'. 8. 1a additi.0 m himxlf,Oester Julie Idnnimmt of R,Jme Bank,Cmeme.ml Loan Admishuarb. . 1034 Main StmM,2nd Fact..Dtmedm,FI.33698,tw rec,i,ea copy of the Liam.,N.tice as Provikd in Scene.713.13(1 Kb),Fl.tida Same, h. Ph me numberof Posen or entire dcsignmai by Oxmer: 797466-2356 9. diRerem datFpirmdatatcol'NoticeoiCeminatmmenafthecpimtion dme isi y'earfmmdae.of rmwdingunkxsw a is specilied): OR BK 17865 PAGE 54 OFFICE COPY WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO TIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BE R OMMENCING WORK OR RECORDING YOUR NOTICE OFCOMMENCEMEN . DF. O ES F RTHFLORIDA,INC. pher B.Wood ¢e P.idmt POST A COPY OF RECORDED NOTICE AT JOB SITE. The Ibregoing instrmnent vms acknowledged before me 3mvury 30,2017,by Christopher B.W,nd,the Vice P Idem of Riverside Homes ufNorth Florid.,lne.,whe is perxnnelly kno,✓w{n m me _ E%Y'i6SJw 2s/'e Kure wi ?,jaT MyCommssinnEspires� '6 :iDo44 2017024516, OR BK 17862 Page 1728, Number Pages: 2, Recorded 02/01/2017 at 10:48 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 DEED DOC ST $1750.00 OFFICE COPY ''4( PREPARED BY AND AFTER v RECORDING RETURN TO: D.R.Repass,P.A. 111 Solana Road,Suite B Ponte Vedra Beach,FL 32082 File Number: 17-5002 4ao/wo CORPORATE WARRANTY DEED THIS Indenture, made January 30, 2017, between PROCOIN, LLC, a Florida limited liability company,whose address is:2637 Center Court Drive,Weston,FL 33332,a corporation existing under the laws of the State of Florida,(hereinafter called the"Grantor"),and Riverside Homes of North Florida, Inc. a Florida corporation, whose address is: 12276 San Jose Blvd, Jacksonville, FL 32223 (hereinafter called the"Grantee). [Wherever used herein,the terms"grantor"and"grantee"shall include the singular and plural,heirs,legal representatives,successors and assigns of individuals,and the successors and assigns of corporations,as the context requires.] WITNESSETH: Grantor,for and in consideration of the sum of Ten and No/100 Dollars($10.00)and other valuable considerations,receipt whereof is hereby acknowledged,by these presents does grant,bargain,sell,alien, remise,release,convey and confirm unto Grantee,all that certain land situated in St.Johns County,Florida (the"Property"),and mare particularly described as: Lot 135 of ATLANTIC BEACH COUNTRY CLUB UNIT 2,according to the plat thereof as recorded in Plat Book 67,Page(s)132 through 137,of the Public Records of Duval County,Florida. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO RAVE AND TO HOLD,the same in fee simple forever. AND, Grantor hereby covenants with Grantee that it is lawfully seized of the Property in fee simple;that it has good right and lawful authority to sell and convey the Property; and Grantor hereby covenants that Grantor will warrant and defend title to the Property against the lawful claims of all persons claiming by,through or under Grantor alone,but against none other. The Property is subject to future taxes, easements, covenants, restrictions and other matters of record;however,this reference shall not serve to reimpose same. -COR ZK 17862 PAGE 1729 i OFFICE COPY IN WITNESS WHEREOF,the said Grantor has caused this instrument to be executed in its name by its duly authorized officer and caused its corporate seal to be affixed the day and year first above written. Signed,sealed and delivered in the presence of'. _ WITNESSES: PROCOIN,` C, ' FlonAa limited liability company r�7 Sign: 28� R Witness#1 n Name:Angel R.Macario Print: I�•/L•A-Pss A Title: Manager Sign: r^ave aQ.o_cx Witness#2 Print: (71- STATE OF FLORIDA COUNTY OF ST.JOHNS I hereby certify that the foregoing instrument was acknowledged before me this 30th day of January,2017,by Angel R.Macario,as Manager of PROCOIN,LLC,a Florida limited liability company, on behalf of the company. He [)(I is personally known to me, or [j has produced as identification. Affa Notary Stamp or Seat Below: r�`erabo NOTARY PUBLICC above ve Printed Name: DAVID a WAss Noun vuwha%a,i foal . MVC--E*M oct n.mu 00.14=m Na.R 65778 OFFICE COPY SITE PLAN LOT 135 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 87, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALEo GDx•E TAe� Mcnoo xe�ale nater oyp) Mwvwv e.+elr ( Qt PECf 1 uw UNE TALE { 1ppE = 30 N. up11p :u1SZYa w„u:x I.OT 134 Jy .J [WNaI (WROM) 1 WI 3 7.63' 7.63' 10.8 CIE A N89' 38-W 117 75'(P)(M) 0 Iv Lk 33 ygy 5.t 8 � U $13 [3: a TDy =b rY 1E '=ne 8 aa¢ Ami x Sia �v - .e N89-27'311 120. 0(P)(M) 0 ipa 0 7 3' •t 7.63' Iwp.a.s. 0 Z 0 SS LOT 136 Y soo BR (VACANT) B DENOTES MD 1/2' I.P. �n DEN LS O8 y5y w+m aAN vI UNLESS OTiERW1SE NOTED aSR arcMy I N.w:urA w n DENOTES CONCRETE UWT POLE p - DENOTES WATERMEIFRN °mew ey%a EN - DENOTES CABLE RISER 1 p - DENOTES IRRIGATON METER I g mule tt ® - DENOTES WATER VALVE 9 - DENOTES FIRE HYDRANT ®- DENOTES WA1ER CONTROL BOX Q DENOTES CHEMICAL MLET IMPERWWS'COVERAGE - DENOTE NTURE e MEvBm ne nxisl oww Irvnnax �n zc nM1 s n DENOTES PROPOSED CgiCRETE DDln• AD. ® DENOTES PROPOSED PAVERS �R '"D'yaros [s uha'VO BUILDING OOYiRACE m DENOTES PROPOSED MOOD aw�hx hrt w mxmrts ET.- --I—r--Iry—wrz m.r,u ssvQE wo M--.NlMollwn a�oxn s wrt w n<muwm rvnx'rx'wet u.®uxi�mm�iv.re w�v NNED M— uwiooiu wv rnmx�wmnNm�i.w�[o mMry uoM imr ie mo eim�u woo xoi wmmzm nirc miwa zwl[ru My IND—EMN IL EDEME IEFN M NNE'IT TI YHM zn EY me mEnnu r• 1- mM m�rxwvn uu M—mi�xamn[r.xw.Lw¢wrt m.r ul wm rru zrej aw�u�no «.�umMxm. IT myz wz xun urmrux N M mr u,r EYED uM[wo xw xor srvwana wm.aw.¢vmrt w[ro wuwrE nwaz PRRPATDm PDR:RIVERSIDE HONES C8RTN0&D TD:RIVERSEDE HOMES ._�_ ..-..._.__ BARTRAM TRAIL SURVEYING, INC.= ...�. ©� ®T.R�mY'm LAND 80NV8YOP5 - PIANNBRB - LINO ➢BVtl.OPYBNT CON90LT1N19 1501 COVNiY ROA➢ 910 90IT6 N0. 108 (Po4) 204-BBPA ®�' �'�� •� GRC COVE kn OF PL OM 1AY (#6 2Bl-ffi66 .L. _w...�...m.�. C6R'[➢'ICAT6 OF UGET 2017N LB /0 1 COPTRIGBT ® E01'1 �� NOranorv: •(N/U v n a/FiE .:.. ° ,I9Yow�1�cnnn:a(a„",ee�va°ee9:°iam<u"e� ..a xo awra oml ePo�+ EN. Y. E. InvR-]PPn•-0.-wzn.luzsn• DybIdMy - - ten= Ize� ....asi«irne a.a®me.<wum:'Mom�., s mo::.,,.n.n m oPw.. :.,anw<m.d= eymsV_ WA N/1 m EW=—� ppt CWPLEIF➢ DbDMmb v5 ED N/A M rme�eeel el a nNao levee v on 1]•0.1]-W T WA B P. HUWE , PIA $TATE F H.DRIDA UCENSE NUMBER IS 3507 SITE PLAN LOT 135 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PIAT BOOK 87, PAGES 152-197 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE SIT IT 1. WO iA$E mlNpO xeevrxn m1G0 x°,ver. e.eflP ( w FEET ) 1 loch . 9D R UNE rAelE uv100 wvuxat '. rWN,I) NOTI mm LOT 194 1 (wPROVEDJ 1 7. g APPROVE 65 83' 1 N89 '1 11 75"( )(M) 81, 43 10.12' ' ..J : ��€ �S w ,x •.B u g 5.13 IN aADANn aq TI N8W n. M ] 54 Y � no ].53' o o F e o z� IAT 198 (VACANT) �wI saD exEAxooxN ® DOOMS WD 1/2' I.P. ` LS 3818 UNLESS OTHERWISE NOTED gg wrens as ee' c - DENOTES CONCRETE MO11T POLE STI, as E 8 - UWOMS WATERMETER ;5 ® - DENOTES CABLE RISERSO I wrzn/w¢nvnnoxo h.a 19 - DENOTES IRRIGATION METER I 0- DENOTES WI VALVE xv_sm-eeu xs,x x.si W- DENOTES FlRE HYDRANT ®- DENOTES WATER CONTROL BOX ww..� DENOTES CHEMICAL 701LET IMPE.M—COVERAGE 9J- OW01ES FUTURE 4' TREE Pane,RN.noon uE.r w a DOOMS PROPOSED C CRETE �T zA'.Wore wnOE xa h,v .,h rt n ® OENOlE9 PROPOSED PAYERSIq"'^". muarc.7 s rir M° BUILDING D—A- m DELETES PROPOSED WOOD s �wvawrtar°'e mNAT'.ON, mmmhn r.1nhn v hrt hrt n mn I.mea u,r R.uY)mrx ®oiw wr rexrvmnnwnv®m°miieu.igiwryl q 'n�nrtxwx,�m u�v w,'�iwe:n yr ri actin unawn ON— NNTNTNT INNOSS NOM INISLON. SAN—ST.1 IS PINSIN ROSIN TO SiC NSTT NOT _ qme I-S.�u..°nuxr urtc,wu mr, rwa rlpmr 1Iu�,m me vplmwr.uw w.x x°rz mrr ''1 merit eel%r�xm i�nw�m xww TNT v.FNISS um uurtrx>errr mw.xr anwmnure New. N.Rxm.rmrw¢umm wemwxx¢wr°ee PI�A� ma RRTERSIDE HOMES DSRTw® TO:RIVERSIDE HOMES _ BARTV" TRAEL SURVEYING. INC. LWD BORY6YOR9 — PWDBUS — LND DEVTWFM8NT CONSMTANTB �W k4 w 1501 COONIY ROAD 815 8111TR N0. 108 (W4 284-2224 GREW COVR BPRwm. IM1 9200.9 PAY (9D4j) 284-2280 CNEDYKAM 02 AIUFED WON LD /8081 COE'YWGET 0 2017 naTAnen: xfNI CRY^' ^:��_: �s—^• �I xxx®n a'm n.n.t ummm:SIOOhT i::,....,. m .,rt. ne,.�, »..m . NI e , r m.,,.n a :i o..�lm�:qlx - ar°°sPa o.e=.mwl.:'iu�'m.I.mn xia;eFlm°°.'RI e.;19"n"aa me.m C ry 9a }`u IN,.NNS."' ,TONNIT,.,—ST. .,,¢,LL 1NPC��e/3/1] 6-tee �61s-3i1Ra. __ m,»+u�,In row/+Ma- .,x/xx/,1 ITS"S__ ^ r:�Y01.�. ..e't N. "NST mS.,.N .,N_1., N.ONN °�me v°m.'°nenm . w. .e ,ou.u. fBh¢ „v/.H NN,. NIA x/� m ,wr I.W We' na m NNST M u uaNM u.2N -- .,,ss...a ®".19'nR... xm rp%ml wwlxuly slcxfn qe uVlsnsiei°I m IS .-I ,n uiJ PEIm x/Ax q.✓qna rvw1.,.I M e NI Ib,na-,N.1 jyyjrYyl IWAS P. HUMU, III STATE 0'fTDRIDA UCONW NUMBER 15 3507 INTSITS I SS ITS NN,,TyaEy n A n m an d � �a3 'ai 1 z we g �'3 3nE nP � � " not 3 '- e r rod x - Pssw _ 84 Wz � S'lag � .fe � zg� Ew Hw 3 ^ z wz � z zz FzYz z i 'a ^ '> S '> aan ,. n = � naa g 5 cn 9 I i � ' n as § $ aQ_e a5 i S S 5 5 R g^' $m i R t9iw e 3 ctl G ig Mew w 79 a 3 @gg I RRIM m %%g 5 6v 5' y pppp 8. c s es e gqg (( ( Q R n R 5 $ a y % A � A F OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Pmjact Name: RIVER2313 Builder Name: Riversids Homes Street 1602 Maritime Oak Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or edsOng New(From Plans) 9. Wall Types(2390.0 sqR.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 2100.00 R' b.Frame-Wood,Adjacent R=13.0 265.008 3. Number of units,If multiple family 1 c.Frame-Wood,Adjacent R=19.0 25.00 R' 4. Number of Bedrooms 3 d.N/A R= fl' 5. Is this a worst case? No 10.Ceiling Types (2342.0 sgft) Insulabon Area a.Roof Deck(Unvantad) R=22.0 2313.00 R' e. Conditionetl floor area above grace(f?) 2313 In.Knee Wall(Unvented) R=19.0 29.00 R' Conditioned floor area below grace(R') 0 cN/A R= ft' 11.Ducts R W 7. Windows(431.0 sqf.) Descriptbn Area a.Sup:Attic,Ret:Attic,AH:Aft c 6 462.8 a. U-Factor: Dbl,U=0.35 431.00 W SHGC SHGC=0.22 b. U-Factor N/A R' 12.Cooling systems k8tu/hr Efficiency SHGC: a.Cental Unit 36.0 SEER 14.00 c. U-Factor: N/A W SHGC: 13.Healing systems kBtWhr Efficiency d. U-Factor: N/A W a.Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 8.262 R. Area Weighted Average SHGC: 0220 14.Hot water systems B. Floor Types (2313.0 sqR.) Insulation Area a.Natural Gas Tankless Cap:1,9allons EF:0.850 a.Slab-On-Grade Edge Insulation R=0.0 2313.00 W b. Conservation features b.N/A R= fl' None c.N/A R= R' 15CreditsPslat Glass/Floor Area: 0.186 Total Proposed Modified Loads: 64.13 PASS Total Baseline Loads: 69.25 PA I hereby certify that the plans and specifications covered by Review of the plans and FTHE S7gT this calculation are in compliance with the Florida Energy specifications covered by this v0 g s FOy Code. owalnae"�moWe�,.x.mw.' calculation intlfeetes c.mplianra , +< Douglas R.Stickles °"`"'0049"'"-"`""'`°`°'" ry g cm.:..�w,m.. with the Florida Energy Code. PREPARED BY: °Le � ' Before construction is completed Ow DATE: ItI`L mfo 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 EnergyCo e. COD WE'[Q'� OWNER/AGENT: 1,0. 1P BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 5/18/20171:27 PM EnergyGauge,N USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: RIVER2313 Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 7339 Lot# 135 Owner: Total Stones: 1 Blcck/SubDMsion: Atlantic Bch CC #of Units: i Worst Casa: No PlatBook: Builder Name: Riverside Homes Rotate Angle: 0 Street: 1602 Maritime Oak Driv Permfl Office: City of Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach Family Type: Single-family FL, Naw/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daly Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 2 32 93 70 75 1281 49 Machu. BLOCKS Number Name Are. Volume 1 Blo i 2313 23130 SPACES Number Name Area Volume Kitchen Occupants Bedrooms hill ID Finished Coded Heated 1 Mein 2313 23130 Yes 4 3 1 Yes Yes Yes FLOORS p Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 239 If 0 2313 itti 02 OB 0 ROOF / Roof Gable Roof Solar SA Emil1 Emitt Deck Plteh V # Type Matenals Area Area Color Absor. Tested Tested Inset. (deg) 1 Hip Composition shingles 289211 0 fV Medium 0.4 No 0.4 No 22 36.9 ATTIC V # Type Ventilation Vent Rallo(I in) Area RBS IRCC 1 Full attic Laverne] 0 2313fl N N CEILING # Ceiling Typa Space R-Value Ins Type Arae Framing Frac Truss Type 1 Under Auio(Unvented) Main 0 Blawn 2313W 0.11 Wood 2 Knee Wall(Unvented) Main 19 Ball 29 fP 0.11 Woad SHW2017 L27 PM EnergyGauge®USA-FlaRes2014 Section R4054.1 Compliant Software Page 2 of FORM R405-2014 WALLS runs Adjacent Tn -IT WeSpace Cavity Width Height Sheathing Framing Solar Below 1 W Exterior Frame-Wood Main 19 18 10 180.0 ft2 023 0.15 0 2 N Exterior Frame-Wood Main 19 11 6 10 115.0 It. 0.23 0.75 0 3 N Exterior Frame-Wootl Main 19 4 10 440.0 If 0.23 0.75 0 4 W Exterior Frame-Wood Main 19 4 9 10 47.5ft 0.23 0.75 0 5 NW Exterior Frame-Wood Main 19 4 9 10 47.5 ft' 0.23 0.75 0 6 N Exterior Frame-Wootl Main 19 4 9 10 47.5 ft' 0.23 0.75 0 ] W Exterior Frame-Wood Main 19 18 9 10 18].5 ft2 D.23 0.75 0 -8 N Exterior Frame-Wood Main 19 32 9 10 327.5 W 0.23 0.75 0 9 NE Exterior Frame-Wood Main 19 3 9 10 37.5 R 0.23 0.75 0 10 E Extenor Frame-Wood Main 19 6 6 10 850 ft2 0.23 0.75 0 11 BE Exterior Frame-Wood Main 19 3 9 10 375 ft' 0.23 0.75 0 12 E Exterior Frame-Wood Main 19 5 6 10 55.0 ft2 0.23 0.75 0 13 NE Exterior Frame-Wood Main 19 3 9 10 37.5W 0.23 0.75 0 14 E Exterior Frame-Wood Main 19 2 3 10 22.5 ft2 0.23 0.75 0 15 N Exterior Frame-Wood Main 19 12 9 10 127.5 ft2 0.23 0]5 0 16 E Garage Frame-Wood Main 13 26 6 10 265.0 ft' 0.23 0.01 0 17 E Garage Frame-Wood Main 19 2 6 10 25.0ft 0.23 0.01 0 18 S Exterior Frame-Wootl Main 19 12 9 10 127.5W 0.23 0.75 0 19 E Extruder Frame-Wood Main 19 1 10 10.0 ft2 0.23 0.75 0 20 S Exterior Frame-Wootl Main 19 58 9 10 587.5 ft' 0.23 0.75 0 DOORS # Dent DoorType Space Storms U-Value Wdth Height Area Ft In Ft In 1 E Insulated Main None .46 3 8 24 ft2 2 E Insulated Main None .46 3 B 24 IF WINDOWS Orientation shown is Its entered Proposed orientation. / Wall Overhang V # Dort ID Frame Panes NFRC U-Factor SHGC Area Dept Separation Int Shade Screening 1 W i Vinyl Low-E Double Yes 0.35 0.22 49.5 ft' 1 It 8 in 1 It 0 I Drapes@Iinds None 2 W 4 Vinyl Low-E Double Yes 0.35 0,22 19.3 ft2 5 I 8 in i It 0 In Drapealblinds None 3 NW 5 Vinyl Low-E Double Yes 0.35 0.22 19.3 fN 9 ft 101n 1 R 0 in Drap uablinds None 4 N 6 Vinyl Law-E Double Yes 0.35 0.22 19.3 ft 21 R 5 in 1 B 0 i Drapeslblinds None 5 W 7 Vinyl Low-E Double Yes 0.35 0.22 128.0it- 3 It in 1 I 0 I Drapeslblinds None 6 N 8 Vinyl Low-E Doubt. Yes 0.35 0.22 49.5 fl 1 It 8 in i It 0 in Drapeseblinds None 7 NE 9 Vinyl Lce- Double Yes 0.35 0.22 13.8 ft2 3 I 8 in 1 It 0 I Drapeslblinds None 8 E 10 Vinyl Low-E Double Yes 0.35 0.22 27.5 ft' 9ft5 in 1It0 in Drapes/blinds None 9 BE 11 Vinyl Low-E Double Yes 0.35 0 22 13.8 ff 14 It 8 in 1 ft 0 in Drapeslbllnds None 10 E 12 Vinyl Low-E Double Yes 0.35 0.22 12.0 ft' 12 It 2 in 1 It 0 I Drapeslblinds None 11 NE 13 Vinyl Low-E Double Yes 035 0.22 13.8W 14ft8 in ift0 in Drapealblinds None 12 N 15 Vinyl Low-E Double Yes 0.35 0.22 8.0 fl i ft 8 I 1 ft 0 in Drapesublinds None 13 S 18 Vinyl Low-EDouble Yes 0.35 022 16.5 ft2 1ft8 in 180 in Drapes@finds None 511812017 1:27 PM EnargyGauge®USA-FlaRes2014 Section R4054.1 Compliant Software Page 3 of FORM R405-2014 WINDOWS Onentabon shown is the entered,Praused orientation. / Wall Overhang V # Coat ID Fmma Panes NFRC U-Factor SHGC Area Depth Separation IM Shade Screening 14 S 20 Vinyl Low-E Double yes 0.35 0.22 8.0 ft= 1 ft 8 in 1 ft 0 in Drapeslblinds None 15 S 20 Vinyl Low-E Double yes 0.35 0.22 33.0 ft 1 ft 8 in t ft 01n Drepeslblin is None GARAGE # Floor Area Ceiling Area Exposed Wali Perimeter Avg.Well Height Exposed Wall Insulation 1 558.999984 ft= 384 W 72.8 ft 10 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgtA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000318 1927.5 105.82 199 .2446 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Duds 1 Electric Heat Pump Split HSPF:8.2 36 kBtulbr 7 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Duals I Central Unit Split SEER:14 36 k8tulhr 1080 chat 0.75 1 sye#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use Salient Conservation I Namal Gas Tankless Exterior 0.85 1 gal 60 gal 120 deg Nona SOLAR HOT WATER SYSTEM FSEC Collector Storage Carl # Company Name System Modal# Collector Model# Area Volume FEF None None ry= DUCTS / --Supply--- —Return— Air CFM 25 CFM25 HVAC# V # Least. R-Value Area Loca4on Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 462.8 It Attic 115.7 ft Default Leakage Attic (Default) (Default) 1 i 5/1820171:27 PM EnergyGauge USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of FORM R405-2014 TEMPERATURES Programablle Thermostal�t']Y [ ] ` , Crreiling Fans'.May ] ( 1 [ ] ID(I�NovID(1� D c VentCooling rX� so Jan llFab I%]Mar LI At, [ May fX]Jun Ix�Jul [X�Aug lxl Sep Oct [X]Nov ' ]DDe ec Venting II Jen ffIf 1111 Feb lX1 Mer llxnll 1 1Jun I Jul ffI ]]]Aug 11Sep Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 7 78 78 To 78 78 78 78 8 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 fib 68 68 68 66 66 Heating(WEN) FM 68 666 66 8 68 68 68 6 68 68 8 68 68 68 68 68 68 68 68 5/18@0171:27 PM EnergyGauge®USA-FlaRes2014 Section R4054.1 Compliant Software Page 5 of FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. 1602 Maritime Oak Drive, Atlantic Beach, FL, 1. New construction or existing New(Front Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 2100008 b.Frame-Wood,Adjacent R=13.0 265.008 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=19.0 25.008 4. Number of Bedrooms 3 d.N/A R= 8 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvent d) R=22.0 2313.00 8 6. Conditioned Floor area(8) 7338 b.Knee Well(Unvented) R=19.0 29.00 8 7. Windows- Description Area a NIA R= W. 11 a. U-Factor Dial,U=0.35 431.00 .Ducts R 8 8 a.Sup:Atlic,Ret:Attic,AH:Attic 6 462.8 SHGC: SHGC=0.22 b. U-Facbr: N/A ft' SHGC: 12.Cooling systems kBtu/M Efficiency c. U-Factor: N/A tv a.Central Unit 36.0 SEER:14.00 SHGC: d. U-Factor: WA 8 13.Heating systems kBtu/hr Effidency SHGC: a.Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average Overhang Depth: 8.262 ft. Area Weighted Average SHGC: 0.220 8. Floor Types Insulation Area 14.Hot water systems Ca 1 gallons a.Slab h-Grade Edge Insulation R=0.0 2313.008 a.Natural Gas p' EF:0.85 b.N/A R= fl' c.N/A R= fl' b. Conservation features None 15.Credits Patel I certify that this home has complied with the Florida Energy Efficiency Code for Building �SXEsr42 Construction through the above energy saving features which will be installed(or exceeded) y4 __ d'G'D in this home before final inspection. Otherwise,a new EPL Display Card will be completed =,�, based on installed Code compliant features. �0 G oy, 6 Builder Signature: Date: �D 'I q I I'� Address of New Home: 1�p02 ()'1p,rt nM,t- Oat'- 7;y't}LCity/FL Zip: A- fgrytc, �,�/ *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. 5/18/20171:28 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 1602 Maritime Oak 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 553.9085,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display cam contains information indicating the anergy performance level and efficiencies of components installed in a dwelling unit.The building official shall verity 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. ❑ Fill Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. Q R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contreclloa • 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 manufacturers instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved mind party shall inspect all components and verify compliance. • R402A.12 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third parry.A written report of the results of the lest shall be signed by the parry 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 doom shall be closed,but not sealed,beyond the Intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiNafon control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Extend,doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned of;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. O R402.4.2 Fireplaces. New woad burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doom shall have an or infiltration rate of no more than 0.3 chin per square fool(1.5 Ustinni and swinging doors no more than 0.5 cfm per square fact(2.6 Usrm2),when tested according to NFRC 400 or AAMAANDMA/CSA 101ILS.21A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doom. O R402.4.4 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 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 par(]5 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior well or ceiling covering. ❑ R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary treat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating bad. ❑ R403.22 Sealing(Mandatory)All ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2J.2 of the commercial Provisions of this case and shall be shown to meet dud tightness criteria by postconstruction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater cedified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the fallowing: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)par 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,Including the manufacturers air handler enclosure.All register boots shall be faced or otherwise sealer during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm If 13 Umin)per 10 square feet(9.29 m2)of cond0ioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handier enclosure.All registers shall be taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85 Umin)per 100 square feet(9.29 m2)of conditioned!floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory far buildings complying by Section 8405 of this code. 5H W01 7 1:28 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ 11403.3 Mechanical system piping Insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105° (41.�C) or below 55° (13°C)shall be insulated to a minimum of R-3., R40:1.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an autanalk or readily accessible manual switch that can tum off the hat-water circulating pump when the system is Pat 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 hot water distribution line and cold water line located as close as possible to the storage tank. ❑ 11403.4.4 Water heater efficiencies(Mandatory). O R403.4.4.1 Storage water heater temperature controls 8403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment tram the lowest to the highest acceptable temperature setiings for the intended use.The minimum temperature setting range shall be from IMT to 140T(389C to 6M). 8403.4.4.1.2 Shutdown. A separate switch or a clearly marked cimuit breaker shall be provided to permit the power supplied to electric service systems to be fumed off,A separate valve shall be provided to permit the energy supplied to the main burners) of combustion types of service water heating systems to be turned off. 0 Riede .4.2 Water heating equipment. Water heating equipment installed In residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. 8403.4.4.2.1 Soler water heading systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined tram the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested In accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Comestio Hot Water System and Component Test Protocol,Collectors in Installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meals the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation. Outdoor or intakes and exhausts shall have automatic or gravity,dampers that close when the ventilation system is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. 11403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity Is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected In Section 403.,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated Islam load. 5,18/201]1:28 PM EnargyGauge®USA-FlaRes2014 -Section R405.4.1 Cam Page 2 of FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O 11403.6.1.1 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.Manutadure's expanded performance data shall be used to select coding-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 cim 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 brie and relative humidity used for the bad calculation and shall be adjusted for return side gains if the return duds)is installed In an unconditioned space. Exceptions: 1. Attached single-and muni-family residential equipment sizing may be selected so that its cooling capacity Is less Nan the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity 11403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the dealt 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 tlesign cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. 8403.6.1.2.3 Fossil fuel heating equipment. The capacity of herself fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section 11403.6.1. 0 R403.6.1.3 Extra capacity requiretl for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment everts,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 pedomance during base load periods Is utilized. ❑ 11403]Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and 0404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55 OF,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40T. ❑ R403.9 Swimming pools,Inground spas and Portable spas(Mandatory). The energy requirements for residential pools and aground spas shall be as specified in Sections R403.9,1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O 11403.9.1 Pool and spa heaters. All Pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater Without adjusting Me thermostat selling. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested In accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heal pump part heaters shall have a minimum COP of 4.0 when tasted in accordance with AHRI 1160,Table 2,Standard Rating Conditional-ow 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. O 11403.9.2 Time switches. Time swtohes 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 ou-sits,renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retadant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from shemscovered energy,such as a heat pump or solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O 8404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely inside the budding thermal envelope shall be insulated to a minimum of R-6. O 8405.2.1 Performance ONLY. Ceilin,shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete dock roofs do not have sufffacet space,R-10 is allowed. 5/18/2017128 PM EnergyGauge®USA-FlaRe52014 -Section R405.4.1 Com Page 3 of 3 kAir R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA ect Name: RIVER2313 Builder Name: Riverside Homes et: 1602 Maritime Oak Drive Permit Office: City of Atlantic Beach ,State,Zip'. Atlantic Beach,FL, Pernit Number. ner Jurisdiction: 261100 ign Location: FL,Jacksonville MPONENT CRITERIA CHECK arrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous bander. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. V/ Ceiling/attic The air bander 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 top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. RimjoistsRim 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. k The air barrier shall be installed at any exposed edge of insulation. V Crawl space walls Where provided in lieu of Floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class i vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts,utility penetrations,and Flue shaft openings to exterior or / unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. ✓ Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated,and sealed to the drywall. ✓ Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in / exterior walls,or insulation that on installation readily conforms to available ✓ space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air bander installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or / air sealed boxes shall be installed. ./ HVAC register boots HVAC register boots that penetrate building thermal envelope shall be / sealed to the sub-floor or drywall. ✓ Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 5/1012017 1:29 PM EnergyGauge®USA-FlaRes2014 Section R40S4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: RI119117 3 +#+ wrightsoft' P p Date; 05119/1] Entire House er paa A/C Masters HVAC, Inc. MS Treau ROM,Suite%204,Jeckean.ft FL 32253 Pe:50474&8895 Fax 990.722-896< Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite 4120, Jacksonville, FL 32223 Phone: 904-503-7055 Cooling Equipment Design Conditions Outdoor design DB: 93.0'F Sensible gain: 25332 Btuh Entering coil DB: 79.8°F Outdoor design WB:77.0°F Latent gain: 7537 Btuh Entering coil WB:65.8°F Indoor design DB: 75.0°F Total gain: 32869 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturers Performance Data atActual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB0360000A+FB4CNP036L Actual airflow: 1100 cfm Sensible capacity: 23130 Btuh 91%of load Latent capacity: 7510 Btuh 100%of load Total capacity: 30640 Btuh 93% of load SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 32.0°F Heat lass. 40577 Bluth Entering coil DB: 64.0°F Indoor design DB: 70.0'F Manufacturer's Performance Data atActual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CHI 4NB0360000A+FB4CNP036L Actual airflow: 1100 cfm Output capacity: 33000 Btuh 81% of load Capacity balance: 37 "F Supplemental heat required: 7577 Btuh Economic balance:-99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1100 cfm Output capacity: 12.5 kW 105% of load Temp. rise: 51 °F Meets are all requirements of ACCA Manual S. 2017-M 19082 35 wrightsofC RI9ht-Su9e4t umwrsal 2017 1l.o.99 RSu13250 Page 1 1r'CK FARWw ke HomeaWR TIC Beach CCWBCC135.rvP Calc=MJB Frtt Door Wem E Project Summa Job: RIVER2313 Wrl htsoft° Summary Date: 05)19/n g Entire House By: DRS A/C Masters HVAC, Inc. M5 Trmca Road,Suite ANN,JacksonWe.FL 3 56 Pl 8:904-732-8995 Faz N0.M 8944 Pro"ect Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120,Jacksonville, FL 32223 Phone: 904-503-7055 Notes: Lot 135,Atlantic Beach Country Club Design Information Jacksonville, Int'IAirport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 "F Inside db 75 °F Design TD 38 °F Design TO 18 °F Daily range M Relative humidity 50 Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27235 Btuh Structure 13572 Btuh Ducts 7709 Btuh Ducts 9092 Btuh Central vent(135 cfm) 5634 Btuh Central vent (135 cfm) 2669 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 40577 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 25332 Btuh Method Detailed Latent Cooling Equipment LoadSWng Shielding 3 (partial) Stories 1 Structure 600 Btuh Ducts 2354 Btuh Heating Cooling Central vent(135 cfm) 4583 Btuh Area (ft' 2313 2313 Equipment latent load 7537 Btuh Volume (ft.) 23130 23130 Air changes/hour 0 0 Equipment total load 32869 Btuh Equiv.AN(cfm) 0 0 Req. total capacity at 0.74 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade 14 SEER PURON HP Trade 14 SEER PURON HP Model CH14NB0360000A Cond CH14NB0360000A AHRI ref 8068612 Coil FB4CNP036L AHRI ref 8068612 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating Input Sensible cooling 24420 Btuh Heating output 33800 Btuh @ 470F Latent cooling 8580 Btuh Temperature rise 28 °F Total cooling 33000 Btuh Actual air flow 1100 cfm Actual air flow 1100 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.77 Capacity balance point= 37 °F Backup: Input= 12 kW, Output=42566 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Son-Wyle ae:ffi3' + wrightsoft' Right--Sug@uniwmel2oT3n.0.WRSu13358 A55,F%Rgemlde Home \ATLANTICB hCCWBCC13Smp Cal—W8 FWt Doorfwes'. E +}+-wrightsoft Right.l®Worksheet Job: RBrER2313 Entire House Date: 95119117 By: DRS A/C Masters HVAC, Inc. 448 Treace Road Suite#204.JacksmMN.FL]2255 Phme:9]0.]22-8945 Fmr 904,7224944 1 Roam mane Entire House Whole House 2 Exposed wall 239.0 It 239.0 ft 3 Room height into X 10.0 ft mammal 4 Room dimensions 2313.0 x 1.0 ft 5 Room area 2313.0 ft' 2313.0 ft ry Construction U-value Or HTNI Area (fl') Load Area (R'1 Load number (atuhM+'F1 (Btuhl0q or perimeter (ft) (huh) or perimeter an (Btuh) Heat Cool Gress NIPIS Heat Coal Gress NIPIS Heat Cool 6 1pl 12E-0sw 0.068 n 2.58 1.48 658 581 1501 849 658 561 1501 049 I-G 3A-2av 0.350 n 13.30 8.96 77 0 1024 690 77 0 1024 690 y12E-0sw point ne 2.58 1.46 75 47 121 69 75 47 121 69 �C 3A-20v 0.350 ne 13.30 9.56 28 0 372 260 28 0 372 268 11 12E-0aw CA66 a 1.38 1.46 153 89 121 130 153 89 121 130 3A-2ov 0.350 a 7.00 7.03 40 46 280 281 40 23 200 281 ilia 0.600 a 12.00 18.36 24 24 208 441 24 24 208 441 12E-0sw 0.058 the 2.58 148 38 24 62 35 36 24 62 35 3A-2av 0.350 se 13.30 0.96 14 28 186 13 14 14 186 13 12E-0. 0.068 5 2.58 1.46 715 657 1698 961 715 657 1698 961 t-G 9A2ov 0.350 s 13.30 0.96 58 116 771 56 50 58 771 56 1N 12EOpv 0.068 w 2.58 1.46 415 218 583 319 415 218 563 319 �G 3A-2ov 0.350 w 13.30 0.96 197 394 2620 188 197 197 2620 189 W 12E-0sw 0.068 nw 2.58 1.46 48 29 75 42 40 29 75 42 �C 3A-2ov 0.350 me 13.30 9.56 19 0 253 182 19 0 253 182 fl 12E-0sw 0.068 - 2.58 0.89 290 266 687 237 290 266 687 237 �D 1170 0.600 ve 22.00 18.36 24 24 547 441 24 24 547 441 P 16X19-19ed 0.049 - 1.07 0.79 29 29 31 23 29 29 31 23 C 16X30-0ad 0.408 n 1.60 1.12 2313 2313 3699 2580 2313 2313 3699 2580 F 22A-tph 1 350 n 51.80 0.00 2313 230 12333 0 2313 239 12333 0 61 dAED excursion 29771 2977 Envelope bsslgain 27235 10762 27235 10702 12 9) InFlttation 0 0 0 0 b) Roomvnntilation I 0 0 01 0 13 Intemalgers: Ovamantsa 230 3 690 3 690 Appliandomther 2100 2100 Subtotal Pines to 13) 27235 13572 27235 13572 Leas external load 0 0 0 0 Lass transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2]235 13572 27235 13572 15 Dud loads 28% 87% 7709 9092 28% 67% 7709 9092 Total mom load 34943 22663 34943 22663 Airrequired(cfm) 1100 1100 1100 1100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsOR' 2011-hwy1909:ms5 Q RI9ht-6ulleB Unlw,rse1201J I].0.08 RBU1305e Pagel �'�`F.\Riverside HomseWTLANTIC Beach CCUBCC135rvp coic=Bud road poor faces: E Building Analysis Job: RIVER2313 wri htsoft 9 Date: 05119117 g Entire House By: DRS AIC Masters HVAC, Inc. MS Treem Road.Sutle 0204,J..U.911e.FL 32216 Ph-9047229995 Fez 90+7U 8B44 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'I Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 It Design TO(°F) 38 18 Latitude: 31°N Relative humidity (% 30 50 Outdoor: Heating Cooling Moisture difference grAb) 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 1 Component Btuh/ft' Btuh % ofload Walls 2.5 4860 12.0 Glazing 12.7 5507 13.6 Doors 17.4 835 2.1 Ceilings 1.6 3699 9.1 Floors 5.3 12333 30.4 Infiltration 0 0 0 Duds 7709 19.0 Piping 0 0 `^• Humidification 0 0 Ventilation 5634 13.9 Adjustments 0 Total1 1405771 100.0 . • Component Btuh/W Btuh % of load Walls 1.4 2665 10.5 Glazing 10.8 4656 18.4 Doors 18.4 881 3.5 m. Ceilings 1.1 2580 10.2 Floors 0 0 0 Infiltration 0 0 0 Duds 9092 35.9 Ventilation 2669 10.5 Internal gains 2790 11.0 Blower 0 0 Adjustments 0 Total 253321 100.0 Latent Cooling Load =7537 Btuh Overall U-value =0.224 Btuh/ft'-°F Data entries checked. Wrl htSOFt' 20111M 1908:29:35 a RI9alch CO) lCC135.mp C].0.08RS FMM Popp ACF\Riverside Homes\2TLPNTIC eeavM1 CC\PBLL135.mp Cak=WB FmM eox recti: E z " � /Oil $ ; \ . , a= u b � � — ---y� ---- _ 6 ) � � « w £ ( [ K ------------» T� - - » R p`l :Ir o International Fireproof Technology, Inc. Paint To Protect^' oda 17528 Von Korman Ave.Irvine,CA 92614 OFFICE COPY 949-975-8588 hl. DC 315 applied over Spray Polyurethane Foam (SPF), If a coating has not passed a full scale test on a manufacturers foam it b an Alternative Barrier System in "Section 2603.9 cannot be used on that foam;there are no exceptions in the IBC Code! Special Approval' as a thermal barrier. To be approved Building Code Fire Performance Requirements for SPF: as an Alterative Barrier System, DC 315 is applied over The International Building Code (IBC) mandates that SPF be separated a manufacturers SPF and tested to the criteria of an from the interior g. the building by a rt minute thermal barrier,or other ,t of 1 2mi minutes by n accredited it fire 4880 for duration approved covering. DC 315 passed certified NFPA 266 and UL 1715 test of 15 minutes ss an accredited Ore testing facility, over a variety of open and closed cell spray applied urethane foams that Products that pass an ignition barrier tested under AC were conducted by ISA certified testing facilities. All tests performed 377 Appendix X are not appropriate alternative thermal barriers comply with the requirements of 2006 IBC Section 803.2.1 & 2009 IBC and cannot be used. Depending an your particular application, Section 803.1.2,and Section 2603.9;2012 IBC Section 803.1.2 and Section either ignition or thermal barriers are required by the International 2603.10 under "Special Approvals for Thermal Barriers over Foam Building Code Ill. Plastics". DC315 is WHI marked and certified via 3"party inspection for quality assurance and consistency. 7D,I,V.e 7��ti7 Alternative 15 min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF with a Thermal Barrier Protective Covering) The assembly must remain in place for 15 minutes during specified large- scale fire tests,such as NFPA 286,UL 1715,UL 1040,or FM 4880. Alternative Ignition Barrier Assemblies DC 315 meets the requirements for ignition barrier per AC 377,Appendix X Application Equipment To touch I-2 hours, to DC 315 can be applied by brush,roller or airless sprayer. o 4 hours For maximum yield and coverage spray application is recommended. Flash Point None Sprayers: Reducing or Cleaning Water Pump: (Grace)UltraMax 695 or equivalent Shelf Life I year from date of manufacture in unopened PSI: 3000 containers and stared at 10'C to 27°c(50'F to GPM: 1.00 11 Tip: 517-521 at equivalent. SGaI.Containerweight 581bs. Filter: 30 mesh,removal of filter is recommend from gun and machine Advantages of Using DC3155PF Hose: 3/8"diameter aldess spray line for the first 100'from pump and X'x 3'whip iiiiiiiiiiiiiiiir • DC 31515 the only 31d party inspected fire protective coating for SPF Pump: Grace TexSpray Mark 5 or equivalent • Marked and Usted by Warnock Heresy lntertek W/N 20947 PSI: 3300 • Single coat coverage reducing labor and material costs equaling GPM: 1.35 higher profits Tip: 51]-523 orequivalent • Industry leading spread rate • 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 strict EPA—V.O.C.and AQMD air emission requirements(for Hose: 3/8"diameter airless spray line for the first 100'from pump all 50 states) and X"x 3'whip • Approved for Incidental Food Contact complies with NSF/ANSI-51 pump: (Grace)GMAX 79M or equivalent requirements of USDA • Easily applied with a sprayer,roller,or brush with no complicated PSI: 3300 mixing GPM: 2.2 • 1year shelf life Tip: 51]-529 or equivalent. • Fast and easy clean-up,with no waste and fast turnaround time Filter: 30 mesh,removal of filter is recommend from gun and • Compatible with any palatable construction material machine • Meets Life Safety Code 101 Hose: 3/8-diameter airless spray line for the first 100'300' from • Meets LEED's point requirements pump and X"x 3'whip • Noformaldehyde Pump: (Grace)GH 833 or equivalent DC 315 is the most tested and approved product in the world for use as PSI: 4000 an,"Alternative Thermal Barrier Coating System'over Spray GPM: 4.0 Polyurethane Foam!SPF!. IF: 517-529 or equivalent. Filter: 30 mesh,removal of filter is recommend from gun and Visit us at our website www.oamitoorotectcom to obtain a current matrix machine of all the manufacturers foams DC 315 has been tested and approved as Hose: 3/8"diameter aldess spray line for the first 100'-300' from Thermal or Ignition barriers in compliance with current IBC codes, pump and X"x 3'whip vq Prior to Applying DC 315 to Ensure Proper Adhesion:Surfaces must General Safety,Toxicity,Health Data be clean,dry and free ofall foreign matter.Adhesion ofa 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 EM E RG E NCY NUM BER at 800-424-9300. before applying the full application. Flash coating is a quick burst ofa primer or DC315,via airless sprayer over an area needing treatment. We WARNING:Do not allow product to freeze.Store above 10-C(507)at all also recommend flash coating around all 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.oainttoorotect.com or by calling IFTI at 949.9759588 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 H process to ensure all materials are completely mixed prior to the additional protective measures are necessary. application. Material should be mixed to a creamy consistency with no lumps. Thinning is not usually needed, but if the material has been Limited Warranty exposed to prolonged periods of high temperatures during storage, This product will perform as tested if applied and maintained according to evaporation of the water based material may have taken place.Typically our directions,instructions and techniques. If this product is found to be the liquid level should be about 3 inches from the top of the 5 gallon pail. defective upon inspection by its representative, the seller will, at its If the level of material Is lower,water may be added during the mixing to option,either furnish an equivalent amount of new product or refund the address this issue. purchase price to the original purchaser of this product.Seller will not be liable for any representations made by any retail seller or applicator of the Temperature and Humidity product.THIS WARRANTY EXCLUDES(1) LABOR OR COST OF LABOR FOR Ensure temperature and humidity are within specified limits for THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER application. Failure to monitor and compensate for increased humidity PRODUCT,THE REPAIR OR REPLACEMENT OF ANY SUBSTRATE TO WHICH may lead to blistering and/or delamination and will void warranty.Obtain THE PRODUCT IS APPLIED OR THE APPLICATION OF REPLACEMENT a ventilation guide prior to commencing installation. Ideal conditions are PRODUCT, (2) ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. OTHER I6-C-32'C(62'F to Sol and a maximum of 65%Relative Humidity. LIMITATIONS APPLY.For the complete terms of the limited warranty,go to w.painttoprotectcom. 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 Barman Avenue, Irvine, CA 92614 or email Customer Service at changes per hour. Prior to starting a job please be sure to download a ptp Tdpainttoprotececom complete current ventilation guide at www.paiottoprotectcom Bey:11/16/201412:43 PM Current application documents must be on the job site at all times product is being applied.This includes application guide,ventilation guide and daily work report.Documents can be downloaded at http://www.painttoprotectcom or call IFTI at 949.975.8588 CICC EVALUATION S SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report OFFICE COPY Reissued eissued August 2014 This report is subject to renewal August 2016. www.icc-es.orll 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the Intemationa/Code Councite 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:0721 00—Thermal Insulation 'B° component. The insulation components have a shelf life of six months when stored in unopened containers at REPORT HOLDER: temperatures between 70°F(21°C)and 90°F(32"C). SES FOAM 3.2 Surface-burning Characteristics: 4008 LOUETTA ROAD,#538 At a maximum thickness of 4 inches (102 mm) and a SPRING,TEXAS 77388-4405 nominal density of 0.5 pcf, the insulation has a fiame- (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 lb SPRAY:SPRAY-APPLIED the insulation is covered with a minimum '/cinch-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 • 2012 and 2009International Building Codee(IBC) temperature of 75°F(24'C)as shown in Table 1. • 2012 and 2009 International Residential Code°(IRC) 3.4 Air Permeability: • 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: • Physical properties SES Foam 0.5 Ib spray insulation must be installed in ■ Thermal resistance(R-values) accordance with the manufacturer's published installation • Attic and crawl space installation instructions and this report A copy of the manufacturers published installation instructions must be available at all • Air permeability times on the jobsite during installation. 2.0 USES 4.2 Application: SES Foam 0.5 Ib spray polyurethane foam plastic The insulation is spray-applied at the jobsite using a insulation is used as a nonstructural thermal insulating volumetric positive displacement pump as identified in the material in buildings of Type V-S(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 contact with water 3.0 DESCRIPTION (e.g., rain, condensation, ice, snow) or soil. The substrate must be free of moisture,frost or ice, loose scales, rust,oil, 3.1 General: 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. rcc-ssEwrumlw,aePon+^re v",r^de<wnn Maempre tenaaem<n<,u ,reoxernml6unv nvl=ve<fivvrh vdmen<a nornr<they n he mmmrcd n ndar:enen,o/,w<.ngen/rhe®ary arare<ammenaauantrn,ore.nerel.na.a.m<n Mrcc E.al„ara.s<Ntre.uc.e:Pre„ar�a,Pl�<dm �anYfiMl�aro,hermvllermtFls rePor(ara,mvMPreaa<t cov<red 6Y,Fe repro � Li:C pop,xgN9 2014 Page 1 of 3 ESR-33751 Most Widely Accepted and Trusted Page2of1 4.3 Thermal Barrier: 5.0 CONDITIONS OF USE SES Foam 0.51b spray insulation must be separated from The SES Foam 0.5 Ib spray polyurethane foam plastic the interior of the building by an approved thermal barrier insulation described in this report complies with, or is a of '/z-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 manufacturers published installation instructions, 4.4 Attics and Crawl Spaces: this evaluation report and the applicable code. If there are any conflicts between the manufacturers 4.4.1 Application with a Prescriptive Ignition Baffler: published installation instructions and this report, this When SES Foam 0.51b spray is installed within attics and report governs. crawl spaces, where entry is made only for service of 5.2 The insulation must be separated from the interior of the utilities, an ignition barrier must be installed in accordance building by an approved 15-minute thermal barrier, as 1. with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or described in Section 4.3. Installation in an attic or R316.5.4, as applicable. The ignition barrier must be crawl space must be as described in Section 4.4. consistent with the requirements for the type OF construction required by the applicable code, and must be 5.3 The insulation must not exceed the thicknesses noted installed in a manner so that the foam plastic insulation is in Sections 3.2 and 4.4. not exposed. SES Foam 0.5 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 by SES Foam. 4.4.2 Application without a Prescriptive Ignition 5.6 Use of the insulation in areas where the probability of Barrier: Where the spray-applied insulation is installed in termite infestation is "very heavy" must be in accordance with this section (Section 4.4.2) or Section accordance with 2012 IBC Section 2603.9 (2009 IBC 4.4.3,the following conditions apply: Section 2603.8)or IRC Section R318.4,as applicable. a) Entry to the attic or crawl space is to service utilities, 5.7 Jobsite cedification 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 R303.11 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 It, spray polyurethane foam plastic parts of the building. insulation is produced in Sl. Louis, Missouri, under a quality control program with inspections by ICC-ES. d) Attic ventilation is provided when required by IBC 6.0 EVIDENCE SUBMITTED Section 1203.2 or IRC Section R806, except when air-impermeable insulation is permitted in unvented 6.1 Data in accordance with the ICC-ES Acceptance attics in accordance with 2012 IRC Section R806.5 or Criteria for Sprayapplied Foam Plastic Insulation 2009 IRC Section R806.4. Underfloor (crawl space) (AC377), dated June 2012, including reports of tests ventilation is provided when required by IBC Section in accordance with Appendix X of AC377. 1203.3 or IRC Section R408.1, as applicable. 6.2 Report of room comer fire testing in accordance with e) Combustion air is provided in accordance with NFPA 286. International Mechanical Code®Section 701. 6.3 Report of air perneance 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 mm).The thickness of the (SES Foam 0.510);the mixing instructions;the density;the foam plastic applied to vertical surfaces must not exceed flame-spread and smoke-developed indices; and the 11% inches (292 mm). The foam plastic may be installevaluation report number(ESR-3375), without a covering or coating. The insulation may be installed in umvenled attics in accordance with 2012 IRC 8.0 OTHER CODES Section 1 (2009 IRC Section R806.4). The ignition In addition to the codes referenced in Section 1.0, the barter 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 Ib spray a 2006 International Building Codes 120W IBC) insulation may be installed exposed at a maximum X2006/ntemationa/Residential Codes(2006IBC) thickness of 11% inches (292 mm) between joists in attic floors. The ignition barrier in accordance with IBC Section • 2006 and 2003 International Energy Conservation 2603.4.1.6 or IRC Section R316.5.3 may be omitted. The Code(20061ECC) insulation must be separated from the interior of the building by an approved thermal barrier. ESR-3375 I Most wtlelyAccepted 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 2006 IRC. 2006 IRC. • Jobaite Certification and Labeling: See Section 5.7, • Application with a Prescriptive Ignition Barrier: See except jobsite certification and labeling must comply Section 4.4 1, except an ignition barrier must be with Sections 102.1.1 and 102.1.1.1, as applicable, of installed in accordance with Section R314.5.3 or the 20061ECC. R314.5.4 of the 2006 IRC. • Application without a Prescriptive Ignition Barrier: See Section 4.4.2, except that combustion air is TABLE 1—THERMAL RESISTANCE(R-VALUES') THICKNESS(inch..)) R-VALUE(°Ffe.hlBtu) 1 4.0 2 7.6 3 11 3.5 13 4 15 5 19 6 22 7 26 g 30 g 33 10 37 it 41 12 44 For SI:1 Inch=25.4 mm,1°F-11WBW=0.176110K-rn`M. 'R-values are calculated based on tested Kvalues at1-and 3.54nch thicknesses. 2R values greater than 10 are rounded to the nearest whole number. ICC I SERVICE Most Widely Accepted arid I,usted IMES VAR Environmental Report VAR-1030* Reissued July 2013 This report is subject to renewal September 1, 2015. www icc-es.ora/ep 1 800-423-6587 1 (562)699-0543 A Subsidiary of the international Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE high-pressure, plural component SPF application PROTECTION equipment The bio-based content is as set forth in Table 1 Section:072100—Thermal Insulation of this report. 4.0 CONDITIONS REPORT HOLDER: 4.7 Code Compliance: SES FOAM See ICC-ES report ESR-3375 for compliance of the SES 4008 LOUETTA ROAD,#538 Foam 0.51b Foam S Polyurethane Foam Plastic Insulation SPRING,TEXAS 77388-0405 with code requirements. (713)239-0252 www.sesfoam.com 4.2 Green Codes, Standards and Rating Systems Eligibility: EVALUATION SUBJECT: The information presented in Tables 2 through 5 of this report provides a matrix of areas of evaluation and SES FOAM 0.5 Ib SPRAY POLYURETHANE FOAM corresponding limitations and/or additional project-specific PLASTIC INSULATION requirements, and offers benefits to individuals who are assessing eligibility for compliance. 1.0 EVALUATION SCOPE 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 Attnbute" is Bio-based Material Content(EC102),dated March i,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 those items are subject to the conditions noted.The user is • 2012 International Green Construction Code*" (IgCC) advised of the project-specific provisions that may be (see Table 2 for details) contingent upon meeting specific conditions, and the • ASHRAE Standard 189.1 — 2009 (see Table 3 for verification of those conditions is outside the scope of this details) report. • National Green Building Standard (ICC 700-2008) (see Due to the variability of costs and volume, the bio-based Table 4 for details) content percentage listed in this report is based upon weight (mass). The use of cost or volume as the method • ANSI/GBI 01-2010, Green Building Assessment for calculation is outside the scope of this report. Protocol for Commercial Buildings (see Table 5 for 5.0 BASIS OF EVALUATION details) 2.0 USES The information in this report, including the "Verified Athibutes," is based upon submission of documentation SES Foam 0.5 Ib Foam S Polyurethane Foam Plastic demonstrating compliance with the requirements set forth Insulation is used as nonstructural thermal insulating in ICC-ES EC102. (Evaluation applies to IgCC Section material in wall cavities, fiooriceiling assemblies, or in 505.2.4, hem 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. 6.0 IDENTIFICATION 3.0 DESCRIPTION Containers of SES Foam 0.5 Ib Foam S Polyurethane SES Foam 0.5 Ib spray-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/R2. The foam is sprayed in place using Environmental Report number NAR-1030). 'Corrected May 2014 2C-ET Ve mn ofAnne,nn Pep vvre isveJ cage,IrcI[C-ESVAFEnriromnenml P,vgvm.T,Ierz remruart mm'mh[cumrcEu rcpruennne ce[,Fen[s yr 11rc vn annawa<epl,r<npo�iry�re[[v..m.ore rimy m x�a.,nreee�.an en�».eemem Im[,,,gen Irxe repee o.e re[ne�[nmronb,n„ae.11¢re,,,,,,.e..on er rec Ewhwnm 5ervke.LLC,e+P,ert or lmphM mmanYhnA�^%oraMr,reter�n ehurtpn,v.m roanYP��I[awredtyrhe report. _ CapyryM 02014 Page 1 of 2 VAR-1030 I Most Widely Accepted and Trusted Page2o12 TABLE 1—BIO-BASED MATERIAL CONTENT SUMMARY PRODUCT NAME %MEAN BIO-BASED CONTENT METHOD OF DETERMINATION SES Foam 0.5 lb Spray Polyurethane Foam Plastic Insulation 1]%(+/-3%)� ASTM Loam Note: 'Based on Precision and bias cited in ASTM D6866. TABLES 2 THROUGH Section Possible Number Section Intent PointsConditionsOf Uee To QualifyFor PointsFintling TABLE 2—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2012 INTERNATIONAL GREEN CONSTRUCTION CODE Blo-based materiae shall be those materials that comphy Wth one or more of the following: 505.2.4 Bio-based content NIA Note USDA 7 CF02. R Pad 2902§290]nts of USDA 7CFR 17 sean gs a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 3 SUMMARY OF AREA OF ELIGIBILITY WITH THE 2008 ASHRAE STANDARD 188.1 A minimum of 5%of building materials used based on cost,shall be biobased products. Biotbased products shall comply Mh the minimum biobased contents of Me USDA's Designation of Biobased Items for Federal Procurement I7 CFR Part 2021,contain the 9.4.1.3 Biobased products NIA "USDA Certified Biobasetl Produce label,or be composed of solid wood,engineered woad.bamboo,mol,codon,cork,agricultural fibers,or other biobased materials with at least 0%biobased content. Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%00% +1-3%).SES Foam 0.5 Ib Spray excoeas Nis minimum. TABLE 4--SUMMARY OF AREA OF ELIGIBILITY WITH THE 208 NATIONAL GREEN BUILDING STANDARD(ICC 700) The following biobased products are used: (h)products Win the minimum biobased contents of the USDA 7 CFR Pad 2902 606.1 Biobased products 3 (1)other bobased materials Win a minimum of 50 percent biobased content(b) weigh � 8 max or volume) Note:USDA 7 CFR Pen 2902§2907.17 sets a minimum bio-based content of %I10(10% +1-3%).SES Foam 0.5 Ib Spray exceeds Nis minimum. TABLE S-SUMMARY OF AREA OF ELIGIBILITY WITH THE ANSUGBI-01(2010)STANDARD Bio-based products accounted for 1%or more of the materials used in the buil0ing. Percentage=100 x A-B,Where: A=Total cost or weight of blo-based products B=Total cost or weight of all building products 10122 Materials content- 1 Cost or weight must be used consistently e Assemblies 7 max For USDA-designated products,products meeting or exceeding USDAs bio-based content,criteria or qualifying as USDA'BlaPrefemed"were used. Note:USDA]CFR Pan 2902§2907.17 sets a minimum bio-bused content of 7%(10% +1-3%).SES Foam 0.5 Ib Spray exceeds this minimum. =Verified a0ribute ICC EVALUATION lz�!? SERVICE Most Widely Accepted and Trusted IMES Evaluation Report ESR-3375 Seal and Insulate with ENERGY STAR'Supplement Reissued August 2014 This mpw is subject to renewal August 2016. v ww.icc-es.oM 1 (800)423-6587 ) (562)699-0543 A subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION Section:07 21 00—Thermal Insulation REPORT HOLDER: SES FOAM 4008 LOUETTA ROAD,#538 SPRING,TEXAS 773884405 (713)239-0252 www.sesfoam.com EVALUATION SUBJECT: SES FOAM 0.6 lb SPRAY:SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION 1.0 EVALUATION SCOPE Conformance to the following: Seal and Insulate with ENERGY STAR' Program—Definitions and Testing Requirements for Residential Insulation, Version 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 and Testing Requirements far Residential Insulation, Version TO.. 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 1.0, and are applicable to the subject of this report. 3.1 General Definitions: Insulation: Any material mainly used to slow down heat flow. It may be mineral or organic, fibrous, cellular, or reflective (aluminum foil).It may be in rigid,semi-rigid,Flexible,or loose-fill form. 3.2 Insulation Product Definitions: Spray or Pour Foam Insulation:A thermal insulating material that is sprayed or poured(as a gel or foamy liquid)into place, and expands or sets into a cellular foam and cures at the 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 rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces, under steady state conditions, per unit area. For the purposes of the Seal and Insulate with ENERGY STAR'program, Imperial units will only be accepted[(h-ft''F)lBtu1. ICC-ESESeluarion Reportsarenotro ce rowrvMasrryvuentlngaesNttla oragorherertribares rwrspev(rslfyadOreced,rmr are Meyroce muvuM an mdorsementWrhesubJxtorNe reportwemvmmeMetronrww lu use.there is rw wamnry by ICC Evaluatlon 5ervire.11C expressorlmpl/el as m any firNlrg orotlrer nvttvin rhls report oras wanypoCuamvertNbytlre rep,rt. '� �� copytlgM m 2014 Page 1 ofe ESR-3375 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. 3.5 Installation: 3.5.1 General:The installation of the insulation must be in accordance with the requirements set forth in Sections 4.0 and 5.0(as applicable)of ESR-3375.The insulation is manufactured on-site by spray polyurethane foam applicators meeting the qualification requirements of SES Foam. The following information on personal protective equipment and ventilation requirements is reprinted from the SES Foam published installation instructions'. "F. SAFETY 3. PERSONAL PROTECTIVE EQUIPMENT(PPE): a. Skin:Wear gloves,coveralls, apron and boots as necessary to prevent contact of liquid components or partially-cured SPF with skin.When handling liquid components,gloves should be made of Wile, 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: Finns 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(SAR). 4. VENTILATION: Provide ventilation and other engineering controls to exhaust vapors from work areas and to protect building occupants and other trades." 3.5.2 Occupancy Time after Installation: The reentry or re-occupancy time shall be in accordance with the manufacturers installation instructions,which state the following: "E. RE-ENTRY SES Foam 0.5 Ib Spray reacts and cures within seconds of application. Re-entry times will vary depending on factors including ventilation. Typically, ventilation is continued for 24 hours following the conclusion of spray application and reentry may occur at that time.- 3.5.3 Figures:The figures shown represent general installations of the insulation in the following applications:above-grade wall, belowgrads wall,vented andunvented crawl space, unvented cathedral ceiling, and vented and unvented attic.These figures are for illustration purposes and am not to be construed or used as construction documents. This supplement expires concurrently with the master report,reissued August 2014. ESR-3375 I Most Widely Accepted and busted Page 3 of 6 o oa0000oa000a °ao°a°o°aoo°000° oo° oo°oo o0ao apO °oa°°o 00Ooa°0000aao°e000ao 00 0° oOo°0000 o°Ooo Ooo 00 0° pOp Oo°ea°o oaa000 oaa°o0 eOao°aa 0,0 ..Oa a°o ao°ooao Interior Partition e0000°° 0000 a°aa 00o0 0 as ooao Interior Firusts.i Surface oe o° (tY4in Sheet ) Oooe ,oaaeoa 00000000 a°ooaoo ooa °00 0000ao SES Foam O.5 lb Spray -.0 00 0 °ooaoo° °0°000° E>:teiiOr Sheathing 00 00 °°aa°000 0 SES FOAM 0.5 LB SPRAY ABOVE canoe Was M Uul ON SES 051 071812 ESR-3375 I Most Widely Accepted and Trusted Page 4 of 6 00 Masonry Block (Typ:oc Interior Finish Surface (1/2-inch Sheetmck) 2'x 4*Studs SES Foam 0.5 lb Spray SES FOAM 0.5 LB SPRAY BELOW GRADIEWALLINSUIATION SES o5-2 071812 (Insulation on Interor Side of Wall) Baffle to Orwide air space between Thermal insulation and roof Banner' deck. (as required! by 1.)code) o o SES Foam 0.51b Spray Vented Soffit 'Where sue entry is for the SES Foam 0,5 In Spray service of utilities only,thermal and igniton barrier on the affic side of the spray foam surface v may be omitted. SES FOAM O.5LBSPRAY I VENTED ATTQ FLOOR i SOFFIT SES05-3 1 071812 ESR-3376 Most Widely Accepted and Trusted Page 5 of 6 SubSoor SES Foam 0.51b Spray ggmmiag Header / •••' M. Sil Joist/ Floor Cross Section Thermal Berner' Exterior re (as required by local code) i\\ 6"Min Foote Vapor Banner "Where crawlapace entry is for the service of utilities only,thermal J'�•�'i:'4 •,., / /// /// / and igniton banner on the crawlspace side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY CMWLSPACE:VENTED SES 054 07101$ Subfloor Header Sit Joist Thermal Barrier' (as required by Exterior rad ?�g`,^'g , local code) SES Foam 0.5 Ib Spray ggr T Footer` 6'Min Vapor B mer •l, ; //\\///\\///\ 'Where cromwace entry is for the service of uglitles only,thermal and ignit0n barrier an the crawlspace side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY CBAWLSPADE:oNVENnD SES ass 071.12 ESR-3375 I Most Widely Accepted and Trusted Page 6 of Nqe:In red climates,embed metal connector plates in assay owns to pert.wtrtlernme condensaNn. SES Foam 0.5 Is Spray o Real SM1all Trusts Top Com I Rafter Tbermel Barrier' (a5 assumed by local CWa) Nate:Local building code may require in ata a a rapm lobster nedtdimatemnes. Call I,I TbOnnal Barrbr -WMre 9tlk enby is W bar As required by local building cads. a alkies dr*, er ,thmal and idonon boner on da ares rare a mu .,my foam Euchre m ybeomnea. SES FOAM 0.5 LB SPRAY UNVENTED ATTIC I INSULATED ROOF DECK SES 05-5 071812 0 0 SES Foam 051E Spmy 0O QO000 to spadgea thickness. 00 00 0 0 00 0000 O Roof SM1eething O 0 D O 00000000 Tbtmni eal Boeras , Rater 0requlrM.coda. O Note:The local building wtle may requiretae lmtallallpl of vapor tamer in colt dimae S(IBE. SES FOAM 0.5 LB SPRAY CAT EORALCEILING SES 054 071912 cora Lumber design values are in accordance with ANSIrrPI 1 section 6.3 wt These truss designs rely on lumber values established by others. MiTek* OFFICE COPY RE: J170302- Riverside Homes-Lot 135 ABCC-JB MiTek USA, Inc. Site Information: 8804 Parke East Blvd. Customer Info: Riverside Homes Project Name: Lot 135 ABCC Model Tampa, FL 33610-4115 LoVBlock: 135 Subdivision: ABCC Address: 1602 Maritime Oak Drive City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Floyd S. Simpson License#: 50791 Address: 11481 Old St.Augustine Rd.#202 City: Jacksonville State: FL General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014rrP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 35 individual,Truss Design Drawings and 0 Additional Dravvingtl, g t With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer a mAx oral s conforms to 61 G1531.003,section 5 of the Florida Board of Protessionel Engineers Ru C V` zI o t� No. Seal# Truss Name Date No. Sea#1 Truss Name Date r- s s= E eG �' 1 771310046 A016,7117 118 711310083 011 8/7/17 h S d g 3 5 z 2 T1 1310047 A02 117 f19 T11310064 D01 3 711310048 A03 20 771310085 D02 1 9FYc " 4 771310049 AO/ 8/7/17 21 711310066 D03 8!//17 = 5 711310050 A05 /17 22 71131OW P01 l ' E 11310051 1107 6/7117 T1131 PO2 817117 g g 5 e D D D z 7 711310052 802 /1 24 T11310069 Jot v .9 @ 8 711310053 001 6/7/17 25 711310070 J02 617/17 9 711310054 CO2 Br7/17 26 711310071 J03 6/7/17 10 TI 1310055 CO3 8/7/17 27 T1131 al I J04 /17 d a o s c z 11 771310068 C04 28 777310073 JOS ac `d ray W.w 12 711310057 C05 8!7/17 29 777370074 JOB 877/17 i S sig \ 1l .- 13 771370058 87/17 30 711310075 8/7/17 z.y a 'a Nyo 4 T11 1 C07 817/17 171137 JOB /17 15 711310060 COB 32 T1131M J09 7 saA ❑ p i 1s 711310051 COB 15017 133 IT11310078 IJ10 `O 17 T11310i ICIO 617/17 134 IT11310079 IJ11 6r7/17 The truss referenced USA,Inc.under mabove yjdirec upervision based on the prepared eters by MiTek �. O ..............N 'fy�.�� provided by Manning Building Supplies. Truss Design Engineer's Name: Albam, Thomas No 39380 My license renewal date for the state of Florida is February 28,2019. o [ * C IMPORTANTNOTE:ToaethewW.capariam ON eeminernaeisleoneinejudWW (s) deaM thvalthe digngosst shown(e rom ,supports,dimensions, Xrragon %'pO:• qS OF :t7kk//��' dimensions shape,and design�)�M�were ............. �j,�� glean m MiTek- MyProjwsParificinformamintlWa mi MTek'sastarers 'ire/ONAt.E`.A` gBRMerCd Parpow only and was not taken into account in the preparation of Ilallrrrrtltt mese designs. MiTek has not Independently verified the adeekdadlity of Me design TnaMaA Mdrni PF Xpa996a Paremeters at the deal for any particular Wilding. Before use,the Wilding designer Mil l Int.n Gd eaaa should verify applicabillb of design parameter and Properly incorporate these designs 69041 asks East 6Xd.Tampa a=10 intothe overall Wilding design par ANSIRPI 1,Chapter 2. qM: Jose 7,2017 Albasi,Thomas 1 of 2 nd prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA =Load20 oof Floor d 20 40 p.s.fSHOP DRAWING REVIEW DISPOSITION oad 7 10 p.sJOFFICE COPY ATTENTION Review of shop drawings is only lar conformance with Lead 0 0 p.sJthe design concept of the project and does not relieve she contractor d Lo ad 10 5 ps.f of responsibility for any deviation from the perorations of the shop ddrraaws"s.Contractor shall determine and verity all held measurements. Tool Load 37 55 ps.f 1LAPPROVEO O RETURNED FOR CORRECTION Duration Factor 1 1.25 1.00 ❑ APPROVED AS NOD® G RETURNED WITHOUT ACTION Building Code FBC 2014 RES ITB' 3'0- d' ' it'll. 23'4' R 8Wind Standard ASCE 7.10 COMMENDS // Wind Speed 130 m.p.h. 1 By DATE i �/ ( � Wind Usage RES.CAT II HULSBER IN Building Exposure C a m JOB € 11481 ST AUGUSTINE RD�F202 m Oe d JACKSONVILLE,FL 32258 Building Type Closed Jag NOTE '. { pprypregpng?1iyaIIMOr,MM9 eesi¢rerwamnaewb J " en apgop+sle wnnMianbWsmsrosrropn'rbg spuclu2 pv reactvns 4wwn cn Wss enairreenn9.$peuY are, rItvu lar meMani[a niwoe ne/NPlumeirhe we are, w rrecr ns)m pnss wwe must ce eoaammxe ey pre wvam an appro.ee wss lapw pw b 16wiwron. Hamm,itw f,sVc Na.a w es nif-hini wlu9 All Wall Heights; 101-10 m wmveaaowe limiba b pose aesmeee b wren 1-1995 F (seciore 6.0 aW 70).Aaw niryVy,it""Bruns anY re wnsfnrirs M aw de mrumruibn aes9n,ow.ne, aaWme.ince d i do in9laperron aM cri o1 b,NYa fraticl—db Marvrin SWd $ Warning: Ne oweemow ranwa.ereaon awwpe+rewm aacire rs wr pKrewmMredrty o1 me wss eesipner,piaie ma,mrecrtw..,w riae mer never.Pwsnns ere'ng wsws are sawmree ro uN paleuon 1 aevise regaNin9 erecrien bau'g ho is Ip aMep re en, to geve yfi,w,Nganeemnvpnporeda F xed", arM prmanse 1Vewwelch no Eereq.'veas F a.nficamVlica(ws.see SI 1c 3)WrvVrwseswnosion. aM reso meMalons(9C$I 1L3J fw M1Nre'in6muGu1. F 1 - T es swo Ee inAallef ina or".plume"ion. ween w sevii a apere witcor roir roe on.,w.. $a$ flondir w I�Ywep.spm aamafge m'p'm0wwna:e»m�.ylaeene ma�JIM ieamee, nmeeimanwecnm Apprwad epee anchor,Oy W Wer. a.x niall re of e.w Aororn Glome. eauan cN co,.hwrys. 1E / / bV11tlP b b s1! 2 Y" F"Appard�� .an 31 p. - J rm ,o Typical Truss Ends Engineer of Record: JOA Floyd S. Simpson - FL PE 5 3 #50791 1• 11481 Old SL Augustine Rd 1202, A Jacksonville,FL 32258 5'0. anning Bull Ing Supplies, INC. BS 1b TaMp Fl-VL E. JacWomele.FL 3I2'b Fpene:(91 2a9d2I5 F¢I601)36P1ee1 WVIN.M&SCORP.COM lAx1H0$ Mes CORP.COM Rsmmv "ARivNso s Homes a re: Lot 135 ADCC 135/ /ABCC X ON-CENTER BLIJOIST 7427.... BLUELINX ON-CENTER RIMBOARD 7427 N.T.S. 812017 11B Jt70302 All claims for error or defective material must be made within 5 days of receipt of goods OFFICE COPY 1r r 6'9' 4'8' 2'4' 3T 10• t IS Sys d AB b R 55 iA 43 i I 5'U• b' a 3l' o.C. /31' 0 31''0< � i 2P o i JIM @ 13 yy 8 4 v v O � � � V 11'4• 4.8• 38.0• FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197.... BLUELINX ON-CENTER-LVL 18993 ... BLUELII iLumber design values are in accordance with A I 1 section 6.3 These truss designs rely on lumber values establishedlashed by others. MiTek" OFFICE COPY RE: J170302 - Riverside Homes - Lot 135 ABCC -JB MITek USA, Inc. Site Information: 6904 Parke East Brod. Customer Info: Riverside Homes Project Name: Lot 135 ABCC Model: Tampa,Fl-33610-4115 Lot/Block: 135 Subdivision: ABCC Address: 1602 Maritime Oak Drive City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Floyd S. Simpson License#: 50791 Address: 11481 Old St.Augustine Rd. #202 City: Jacksonville State: FL General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/f P12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-]0 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package Includes 35 Individual,Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. 1 Seal# Truss Name Date No. Seal# Truss Name Date 1 T11310046 A01 6!//17 18 T11310063 C71 6!//17 12 17113100471 A02 16/7/17 119 1T113100641 D01 16!//17 13 17113100481 A03 1677/17 120 T113100651002 1617/17 4 1 711310049 1 A04 6/7/17 21 711310066 D03 677/17 5 T11310050 A05 677/17 22 711310067 P01 6!7/17 6 1 711310051 801 677/17 23 111310068 P02 877/17 7 711310052 802 6/7/17 24 711310069 J01 617/17 8 IT113100531COt 67//17 ?91 J02 677/17 9 711310054 CO2 6/7/17 26 T111310071 J03 677/17 10 771310055 CO3 6/7/17 27 771310072 J04 6/7/17 1 11 711310056 C04 6/7/17 28 711310073 JOS 1 12 1 771310057 1 CO5 6/7/17 29 IT11310074IJ06 6/7/17 1 13 711310058 COB 677/17 30 T11310075 J07 W117 14 777310059 C07 6///17 37 771310076 J08 8///17 15 771310060 C08 617/17 32 771310077 J09 6/7/17 16 TI1310081 C09 6/7/17 33 771310078 J70 677/17 17 711310062 I C70 1617/17 134 IT11310079IJ11 16/7/17 The truss drawing(s)referenced above have been prepared by MiTek �p\%% A. USA,Inc. under my direct supervision based on the parameters `.�,�.j� provided by Manning Building Supplies. Truss Design Engineer's Name: Alberti, Thomas :r No 39380 My license renewal date for the state of Florida is February 28,2019. ? C IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the i�,p•• T P.'�� designs comply with ANSI7TPl 1. These designs are based upon parameters F• • O R O �� - shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��i�Ss�•'• •��J�\�� fgiven to ieefeence k. Any only,an0�wascnettakenlon into accounluded t ioheireWs paration of purpose Y preparation these designs. MiTek has not independently verified the applicability of the design mtln�A N re ae.989o0 parameters or the designs for any particular building. Before use,the building designer Mme USA W. n ten should verify applicability of parameters and properly incorporate these designs 6rveIte6k BNa.AmKmwn33810 into the overall building design per Ai1,Chapter 2. Dedre: June 7,2017 Alberti,Thomas 1 of 2 r r RE: J170302 - Riverside Homes - Lot 135 ABCC -JB Site Information: Customer Info: Riverside Homes Project Name: Lot 135 ABCC Model: Lot/Block: 135 Subdivision: ABCC Address: 1602 Maritime Oak Drive City: Atlantic Beach State: FL �No Seal* Truss Name Date 35 T713100e0 J12 6/7/17 2of2 _tf Job Tnss Thea Type -r Cry Ply Rnverace HonorsLNIMABCC-JB 711310016 J170302 A0t HIPGIRDER 1 2 Referinds pefored) Manning Building Supplies. Jeksonwlle.FL 01106AP OP ID ParGMOTryffiNaIhNDFeC-)NLp%3_se%dSF6HIFaPDBRLVNVUZ1xFEFI0x0eew Lit o 460 ua) BE'a") 24o0 ap4 p 43.9 .ea sao scala=t A0 3 •camel NAILED NAILED 6p4ba 4,M 12 rix)= NAILED 154 11 NAILED NAILED NAKED 4x4 3 21 22 4 23 21 5 25 26 6 4 L ) R 3 y la 2)12 23 29 11 31 at 10 3z 33 634 yiB 11 1 fat 1 HALED 6x6- NAILED NAILED 1.54 11 NAILED 34= ad, 11 NAILED NAILED NAILED SFeciai apt NAILED 6.p0 46.6 14.0) iBPO 2400 5¢p 4.6a 4613 offs sa-0 Plate Orleans Y 1998E a 3:08-062-0 8:04EDL 6 11:0.4-003-0 LOADING W SPACING- 2-0O TWIB DEFL. In dot) VdeX 1ltl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 8 Ved(EL) 0.221611 >BBB 240 My20 242190 TCDL 7.0 Lumbar DOL 1.25 5 Vert(TIL) -0.431011 >5M 1S0 BCLL 0.0 Rep Stress,Intt NO 6 Hor2(LL) 0.10 8 Na Ne BCDL 10 C tl F13C201UIPI200) SH Might 220 lb 17=208s LUMBER- BRACING- TOPCHORD 2x6 SP N0.2 TOPCHORD Simctura wood sheathigtiredly applied,or 6l-13 apudlrw. BOT CHORD 2x4 SP No.2 BOT CHORD Right calling directly applied,or 585 a leading. WEBS 2x4 SP Ni SLIDER Le112x4 SP No.2 2-0-0.Right 2x4 SP sli 20O REACTIONS. (brhUe) 1=1638q-58,8=163610-58 year ROD, 1=-25(LC 6) Mex UpIiX 1=-032(LC B),8=)32(LC 8) FORCES. (lb)-Max.Cornp.rWdL Ten.-All tortes 250(D)orlessexcepiwhen shown. TOP CHORD 18=3618118)1,3-0-4816w208,465 4nR522SB,5 -301511599.6-6=-301)/16)0 BOTCHORD 1-12-15393350,11-12=-153N336B.1611=-223N4910,9-10=2230/4916, 59=1520/3359 WEBS &12_-N202,3-11=-)Ill M3 11=46CIJ10.5-1C-21132.59=-1697R61, 59_2)21806 NOTES- 1)2-ply muss to he connected IogelM1er WAN 1 W(0.131'ff)reins az f0110we: Tap chords connected as follows:2x4-1 row at 180 a. Browne chords connected as 1oXOYls:2x4-1 row e11-00 a. Weha connected As Iollosi 2x4-1 row at 1-0-D ed. 2)At loads are considered,squally applied 10 all plies,except If noted I point(F)or back(B)face in the LOAD CASE(S)section.Ply to 3)Unddistribute Unbalanced mol 11w loads havebeen considered for thisddeslg�as(F)or(B),unlade dM1ervAse Indicated,. 4)Wind:ASCE 7-10;VU1I=l Xrnph(35ec00d Star)Vasd=101mph;TCDL-t.2pah BCDL=3.Opsl;h=25X;13=4511;L=2411;coda,oft;Cat. 11;EN C;End.,GCO4.18;MFRS(draliona);canXleven lett and right exposed;and vedlwl lett and right exposed;Wmber DOL=1.130 plate grip DOL=160 5)Encode deal dein...to prevent wafer pOnding. 6)Pbb buss hes bean designed,for a 10.0 pat bottom chord If.load,nonconcurrenl win any other live loads. ))-This ted.has been designed,lora live load,of 20.O1 on to bottom chord In all arses More a rectangle 3E 0INI by2-0-0add will 81 between the bottom chord,and any other members. e)Peace mea anlcal connection(by others)of th as to bearing plate capable of witlwlanding IW ib upllrl atjolnl(e)except gt=lb) 1=)32,8=]32. 9)'NAILED'Indicates 3-10d(0.148"a')or 512d(0.146'x3.25')me-rads per NDS giddiness. 10)Hanger(.)or other annacXon deace(s)shall be provided,surlidem to support concentrated instils)32516 davin and 371 No up a1 5-11 and 32516 down and,371 Ib up of 19 0-0 on lop chord,And 11410 covin and 57 It,up at 5 2-2,and 114 to down and 57 He opal 18-9-2 on bottom chard. IDs desigJseleaon of such cotxec4ion device(s)is the mspo iMlllyol others. LOAD CME(S) Standard Q sy..Waa,,oKn�.AEA.A0.0o 1019 ANp NC[UBEOYIEN PEEGxNta PAAEI!)4Am'-100x4016 BEPOIIE UEE Dr,T.nor-MY Mar.1.can-.c me E WvoR regwW Wadxaly PgdlopaUenlcWgSedMdm MtULMsaroMfMrY.WY aaxMne LhfiV�VENarlIueVwnrMn.,Manod3meh.lMMuY�mIrcHUMMlJdrpYmrnr :-a' -at ' "ahmbdrgnMfumnallarpraaabe frlllWeemha. � Xafw«m6.nne,Em1bV �JU•pA.eAMi9aonWe 1pmaai amiebb nh �eInstarw218 .LSbesam3ZAemVA2r xafrg sea F.M Fr 6M. Jab Trim Tvc Type / Ory pN RivxaiJa Homee-Lm135FSCC-JB 711310046 J1TW02 M1 HIP GIRDED 1 2Jab Ref el Mean,BuilaIN Supplies. Jaksmrvil�e,FL 8.1 Nolfte 13201]MITak Lpi e&XdSF WFcj7pBoj�n ljWUZ xl%Fl kez ID:PsrGMOTXIk6HOXMeFHUIZEyeG)kLplt3_ee%tlSFSHIFq]pBRZJQNYUZ1xFbFI0zBe6x LOM CME(S) StarMartl 1)Daatl+Roof W.(balancetl):Lumber Iiwreaae=1.25,Plate Ircrease=1.25 UnXorm Loatle(pit) Vert 1-3=54,36=54,6B=54,131 7=-20 Owaamrated Laatls(lb) Vert:3=253(F)6-2 (F)12=101(F)2-10](F)21=67(F)22=6)(F)23=4](F)24-67(F)25=-B)(F)26= (F)2]=62(F)28=-421F)2?-12(F)3p=-42IF) 31=-0 (F)32=-42(F)3 42(F)34=62(F) WJ FNP'E Vmh4wpn PvnmvMvmLPFAO HOtfa IXl MSIXO NCLUOEO MIEa eEfFAANCE IIOfIilN m.le0.VA/a vEWI1EY9E eig�wlltl�w uw wYY UAm MIIoMlYwnadcn.IMaeLan h�wJY Wx�p�carelersNwm.avf tlwm MN44Y Iuk1NV cmYA�L m1 a�nmaMem.Pafwe¢n.11�e WIMVIOasklrermwwealy ac ggkaGl�y of d3Lq��annlersmlpgidlY��lnlo lOx xvwcN �� dHWp tlmyn. Bw::hg kv.M:o�vNlsro q�rxnl d¢MN�p nlF�m'Ld Mav'wxl�[rvJ/a efwOineitLnScdV p6Y1Fxb 1emPwW a'A ps�mmwadoSV e WAYS regl�aOlwsWFIIN oMbge� /cdlgwrwllnprdMe griwal kaxYw�gx�M�noee-awP�wtl pFlmce�eYgAVFW aiM p.b EM0 fMtalM nxrwo nea.xrv.weawn<.a nYakaormW�.w�a mm mixmx weansvmi ouelhcm.e,baeev.naem saenpce.P.m+ Tame.pk ss+a snwY Imamaxm owvue nom loss ps4e k.nld..rzie H.leB snxm.wXe aiz.ux,�..ina.vnnaia. T. T.Type 2 Pty RN ..Homes-Lot 135 ABCC-JB Job 1131 COQ J ]W02 A02 BOSTON HIP 2 1 ab Re re Manning Building Supplies, JaksomAle,FL - 0.1106 Apr 13209 MiTek lydlabiea.lrc. Wen dun naazez zmr rayrt ID:PsrGMOTIyx6NOIMVBFHU1zEyeGcwvBk%GwIJffaUpWEMMPxIyHepe_aABVKpHarBe rf Fff12 Seo 449 tA0-0 14]-0 160.0 22-2d 2400 1-412 624 149 277 1]-] 149 524 1-P12 scale M.6 6x8 TOP CHORD MUST DE BRACED BY END JACKS, ROOF DMPHRAGM,OR PROPERLY CONNECTED PURLINS AS SPECIE ED. 10 I 90p 12 2e, II Lea II a 13 38 So, II 3'` LW II 15 5 yb p Y aao FIT mD= 1.94 u ' 1. n 1. 3 4 ] 1. n If 1 14 1 1e a:]o 3r Y]% 3 19 2 1.94 II - ISM I p 1 2, 23 21 95= 4M0= 4th= aa= Sts II Me II 4aa A 00 P4R ~ 5.2-1] P4A PI 1e Of aNS C(YF 119 0451 13 5 B 0.2-01 1 845E D2 1120'0-1- 2 351 124'0-2-8.0 3101 L9ADING(pa0 SPACING 2-0-0 CSIDEFL. in (bc) Vtla6 Utl PLATE GRIP TCU2D.D Plate Grip DOL 125 TiC 0.80 Ved(LL) 02122-23 >8By 240 1,720 21 TCDL ].0 L.E.DOL 1.25 BC 0.57 Ved(TL) -0.3]22-23 s7le ISO SO 0.0 ' Rep Stress lncr YES WB 0.19 HOrz(TL) 0.06 20 Na Na Weight:1791b FT=20% BCDL 10.0 Cada FBG201a]TP12OO7 McMx-MSH LUMBER- BRACING - TOPCHORD 2x4 SP No.2'Exci TOPGHORD Stluclural wood sheatNn,dreelly Solletlort-7-6.pudlns. 4JOTc-17:206 SP No.2 SOTCHORD Rigid telling tiredly applied or 5412 oe beading. BOT CHORD Sr4 SP Nei JOINTS 1 Brace at Jt(s):11,9,12,0,16 W EBS 2x4 SP Ni MITek rewmmerltls Nat Som liters and re9uired wens bracing OTHERS 2x4 SP N0.2 be installed dJNg Ass erection,In accordance Win Stab111zar SLIDER Left 2x4 SP No.22-1-2,Right 20 SP Na22-1-2 Intitabition gotda REACTIONS. (Ih41ze) 1=88fl/0.3E,20=884D38 MorHorz 1=-166(LC 10) Max Uplift 1=369112),20=369(LC 12) FORCES. (to) Mor.Comp.RMacTen.-All I9.250(IO)orless Mareptwhanshovm. TOPCHORD 1-2-514 2 5$23=-185 12.141 -1867819.19-20=517MM.42- 5N131, 38=-308ln l5B-1�-052/2]1,3-0=2404/12119 41-2181/1158,47=-2181/1158, ]-9=-2181/1158,8-11=2181/1158,11-12.2181/1158,12-1b2101/1158, 1415=-2174115916-1)=21]41158,t]-10=2388/1201,10.13=451=461/2]1, 13-15=395-17=i82/131 BOTCHORD 1-24--6] 324=320/1]68,22-23=-112923]2.21-22-821/1]]3, 20.21=8]71373.13]3,22413]0 WEBS 2-24=183/475,1P21=1138/084.3-23=364884,14-23=231!32],18-22=3]2/6]5 NOTES 1)UNxatanced beef live loads have been considered W this design. 2)WaMt ASCE]-1P,Vu11,130mph(3-secwM graft)VasitO mph;TGDL�.2psf;BCDL=30psf;R251t:B�Sft;1-24L save=4X;Gat. 11;Eep C;Encl.,GCPI=0.18;MFRS(drec11ore1)and GL Extra 10-0-0t03-0-0,Inleter(1)3C 01012-0-0,Exledi 4-0-0to 1SD0,Ihterfor(1)151 to 1887 zone;eanlitevae left and right exposed;and vedlcal lett arld right exile ari for members and forces&MFRS for reactions shown;Lumber DOL-i plate grip DOL=1.80 31 Prei adequate drainage to prevent water pom irg. 4)This MAY has been tedgnetl f0r a 10.0 psi bottom ci live load n0reener enl Win any other INS leads. 5)-This Ass has been designed fora live load of 20.0,f on the rxii shoed in all areas Mere a rectangle 3E-0 tall by 2200 Wld0 Wil IN between the bottom chord and arty other members. 6)Provide mechanical connection(by omers)of tmse to bearing plate capable of withstanding 100 to uplift at jdnl(s)except Ot=lb) 1=389,20 3 r 7)Graphite[fourth represenlallon does awl depict Ne Am or Ne orientation of the tough along the lop an4w bottom chord. awNG Vvnry4mpnperanxx�m4RFAp HOrtoeahe A.W MCLU,"'n mer, PIOE16141]m.ra0.Ntl169EPoNE 1/SE Lu tleC�11.dYYeWle p�unalersM[Tek' yapwetnaesp{"I" EaSMena ,re. .CaYvo,.elZ.dIX:Ygol lrumvAbinmryAana SncMN9nl1MI Gx11y c9ere, qM4 aCaI 9osome m�rpnl Tetrpe,FL =omYein ovytlx .h Note..21a N Lee She 1.312 Nmuu116 V/,Z1JIE. IJab Tic Tlw Type Ory Ply Riverslds HomesLot 135 ABCC-JB 11310MB JI70302 „-A03 Boof6pecial 5 1 Metering BuiMng Supplies, J3Xeomills.FL 8.1103Apr 13201]kg[air lndusbdee,Inc. Wait Join ]15:12:M 017 Paget ID:PsrGMOThjx5NOI1dAFHUi]EyeG4MylOugBWVPRgMDmbucWOMUhW KOYWgOZBaBu dOO 700 12do 1]L-0 2000 24.0.0 d.60 300 SO0 SO0 360 4-0-0 Sa5= 3We=I ieA 4 803 12 15 >.sxs II t sw II 3 5 amI2 2 6 \ le zt la 11 10 22 23 8 8 2ca1 0B= 34= 2w 11 3a<= ae= IOo ]Uo 1 i700 1 0 1 2aoa00 Womo 300 ro 3O200o Pbte OfleelslX Y1-- (10:0.3-B D181 LOADING(pd) 1 SPACING- 2-0.0 GSI. OEPL i0 (lac) Wall Ud r PLATES GRIP TOLL 20.0 Plate Grp DOL 1.25 TO 0.35 Ver(LL) -0.14 410 >989 240 MT20 244/190 TGDL 7.0 Lumber DOL 1.25 BG 0.58 Ve ) -0.03 410 >882 We Na We SO BCU- 0.0 ' Rep 9fe33lYES AS 0.80 Fbrz(T(TL) 0.03 ] We Wall 10.0 Cade FBC201014?PI200] We WH Weigh:15216 R=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Strictured wood shealNng dewily applied or 4l-3 do Writes. BOT CHORD 2x6 SP Not BOTCHORD Fil doing tiredly applied or 9-2-]xfou ing. WEBS 2x4 SP Ni Wl racommeMs that Stablllzers and reguhed cross badng WEDGE ba lrstelletl dLtllg imsa erec0m,In accomance wim Stabilizer Lail:2x9 SP No.3.Right 2x4 6P No.3 In3torllafcn euids. REACTIONS. glade ) 1�91NSB,]�91MS8 Mex Horx 1=193(LG 10) Mar Uplift 1=320(LC 12), -� (LC 12) FORCES, (Ib)-Max.Comp Adax.Tm-All forces 250(to)or lees except when shown. TOPCHORD 1.2=-909/101,23-15141803,34-16]5/]96,0.5-165]?/9,Sfz-1505060, 6-]=-1]t(l BOT CHORD 1-ii=619I1M9,10-11=620116]3,410=132/)50,8-9=62 211 59],]3_615/15]8 WEBS 4-9=-041/104%5-9-3]5200,6-8-481M286,6-8-28185.4-10-45011062, 310=-381284.2-10=-4]6285,2-11-285164 NOTES 1)Unbalancetl roof if.loads flava been considered for this deal 2)Wal ASCE]-10;VUIt=130mph(3-second gust)Vasd=101mph;TCDLd2psf',BCDL Ops(h451i B=4511;L=24R;dandi Cat. II;EV C;Erld.,GCpi=(r.18;MW FRS(dlrec0onal)and C-C E.Oeror(2)0.00 to 3 ,Inlera(1)&O-0 to 12-0-0.Exbror(2)12-0-0to 15-00,Intenor(1)2 0-0 to 24-0-0 zone;iartlayer 10 ads right exposed;and vertical left and right exposecl C for members and fomes 8 MFRS for readbns sflown;Wmber DOL=1.01 plate grip DOL-1.60 3)TMa tries fora been tlasignetl for a 10.0 psf forlorn chord fire bad noncalcunanl wXh any diner Ire,bads. 4)-This trues fes been designed for a live load of 20.01 on the botan chord In all areas affairs a redangde 38O tall by2-QO Wtle x18 fit beMven Ne boflan cfoN and any other members,with BCDL=10.Opst. 5)Pmlde meMandcal connection(by others)of Ima3 to bearing plate Wade of vnMstvMilg 10016 u0st at joint(a)except gidb) 120,]=320. Q WAMMgYM6'axAn pxamrtxvm4eEAO NOIE3IX1 rM64NO MLWEO XNrtNaEFEAAHCEVAOEIF)I1l m.laWM169E(OPFV9E. ��N�Ia�oNYr�MId6ttmredm.INsdeY{T a[mn�mJYu1✓m[�onxNas9wwn.oxl klo�m MMOM IYYMp ca�enl.ml MniYLeim Balwe ue Ineu40Ypvletyiee mW venNlM oI.WcW1No1 rlefla�W�anelenagpgwrYXore nStlab�Yno n¢ovrdl trJpp(ktlpn. $trpFA:uletlkbpevenl to tlhydhdMU JI'uavebaM/acNxdnwmte MY.PddXIXM km -GoNroria. LwM' g jek sawrrys�evAedla.ImrMa�d to aaLrenlcaLe,w xm namaaenmid yY4v aid wwe�N ramwe. aace.wmlp�ada�e�eaoag nor 3beb non .N -II-Nbd. Mgotlnmesm]Xuaµslemc svlr4U/MI OufNCAM;OlBd9aM XC91 euMTpewnpanxa 960dPoM EWBM. BpAly 4aunwXm avMMe pan Lu%ole MIMa.21e N.tee$keel.$uW 312.PbvuvJb,VA'd314. Tairye.FL 3M10 Job Truss Truss Type —r Ory Ply RiveaiM Homes-LtI 135 ABCCJB T1131004D J1]0302 A04 Common 2 f Job Ref r m o 9arel MenMrg Builtlinp Supplies. Jekcoaiile.FL 0.1106 Apr 13209 MiTek lMuemes.Ine. Wetl Jun ?16:1254201] Ppet ID:PsrGMOIryMNolidveFHUlzEyeGTJIr951%RS?10zOMwW1Rg38T5oIevGTGGpwMT�eel 6912 12-0-0 1]-10d 2400 6112 ROO S1LL4 lot-12 0oaeIseB 4x4- 4 4.00 FIT 19 IBxa 0 I sx4 6 e 21 a4c 3x4 o s 2 ] 1 TI 11 I� e e 3d1 II � II 61-3 "Id-13 246U 0-13 7-9 it 613 Plate Onsets(Kn 1 '038 Ed I [7,0-5-0.119'0240311 LOADING(Psn SPACING- 2-00 BSL OEFL. M (Loc) Weft W PLATES GRIP TOLL 20.0 %ale Gd0 OCL 125 TC 0.53 Ved(LL) -0.15 09 A99 240 MR0 24V190 TGDL ].0 Lumber DOL 1.25 BG 0)1 Velt(TL) -0.38 BA >]5] 1190 BU1 0.0 ' Rep Stress Ina YES WB 0.11 Horz(TL) 0.0] ] We Me SCOL 10.0 Gods FBC2014RPP00] Maix-MSH Weight 105 to FT=2( 4 LUMBER. BRACING- TOPCHORD 914 SP No.2 TOPCHORD SWrJual wood sheathlng dlretlly applied or 3-68 as pudlns. BOT CHORD 2x4SP No.2 BOTCHORD Rigid tailing tlreclly applied or]-1-12 a loading. WEBS 914 SP No.2 MIT*r ddhmelds that Stebilizea and required cross bracing SLIDER Left N4 SP Na22-0-0,Right N4 SP No.22-0-0 be installed Mtllg truss eadher,in..Mon.afth Stabilizer Installation u da REACTIONS. filselze) 1�BBn0.591,]�BNOSB Max Hoe 1,60(1.0 11) Max UpIM 1-319(LC 12),T=319(LC 12) FORCER. (m)-Max.Connp.Mlax.Ten.-All fomes 250(Ib)m less except wfien shown. TOPCHORD 1-3=100VA5,O4=1836015,4rz-163fiO15,S]=-18040]5 BOT CHORD 1-0=085118]0,69=AYV12ID,]-e-865/16]0 WEBS 48=-14848],58---209211,4-&-14V48],&9=209211 NOTES, 1)Urbelsrmed roof had loads have been considered for this desgn. 2)WIM:ASCE]-10;VUR=130mph(3-secand gust)Vead=101mph;TCDI ,2pef;BCDL-�.Op t,h=25(q B=45X;L=248:e9ve=49;Cat. Il;Exp C;Encl.,GOd".181 MFRS(directional)and C-C Edeh0r(1)000 to 3-0.0.Intl 30 Oto 12-00,Ededor(2)12-0-0 to 15-00 zone;carnlever left and ants asposed;and veldcal left and right asposesi for members and forces B MFRS for maGlore shown:lumber DOL-1.60 plate gdp DOL=1 60 3)This truss has been designetl fa a 10.0 Pat When ci cad live load noncorl Win anry other We loads. 4)-This Was has been designed]for a had lead of 20.opsf an the bo0om cflorel In all areas where a rectangle"-B tall by 2-0-0 Wde Wil fit between the Whom chord and ar,other mambear. 5)Provide mechanical connection(by appear)of puss to bearing plate repel of vet tading 10016 uplA at)olnl(s)except Qtdb) 1=319,]�19. Q WIgHNa-Yvllp 4.A7np++mNn.en4PFAp Na1E9 PY Ibis ANa WLLWEa MrtExaEFLTANCE PIOEYe)Ili m'.fYV3T]ISaEfOPEVSE Owkm vtlp luum wYY�Ml1uXMwmiecWn.Ratlne�akrr¢c)onlYb�Womele2Nwm.aq xndm MING l WYOxx1 ecnvp�unf.ml aLwrvmm�2elwa m,me dNdq OeskX�ee mml veAlylM Qplatllry o(iaLSn p'xmclasmlpgieAYYwGuole MktleNan hlo IM1e ovadl W6gde'gn. aa:In9hdkaleahla Pnvenn 2ckllrl9olPYavMxf 4usswe�m]/a cluNmm�I[aNY M9IMe.bmpxay aq lmmaanllxufVl ek• btlwnn�aVNed la SxdMrnxl lu rxevenl cMk.wrwllnp Jel av�Iv4.vadw4�lYaNe�9a.rp gaxraa e�Natdl0 xw eawn.rte Eae:-, 1pNlr lWpmyb�aMalae homElr�¢�RUW IrctlMa 9la N.fee SneeL 9Alie.11'1�Plev�eMMl.a n�`�M�I��w�qe�� ianpe,fL 39810 Job Trust, Times Type I Ory Ply Rivwside HomesLot135 ABCC JB 91W50 Jt]0:102 A05 Common ] 1 Job Relererce torsional) MenNllg Building 9lpplles. Jeksolrville,FL 8.1105AF 13IdEyeC TeNNFIresso. Wed Jun >tmseAvd20PPage I di IO:ParGMOT1IPENOI1drHFHU1]fyeC-OVbJNR19Cm]u'g03DeM.16LOV9y]AvdmZtuvzesb S]-02 11-a t6dd 2200 S]-12 Nd SCd I S]-12 � Sore 13]2 40— a w=3 460 Fl2 11 12 aw 1 4,4 a 2 4 10 13 DE II 6 II 1 5 I� 8 ] 0 yl= 5,5= 3,4- 6 ala= ]-53 14693 II 0-0 ]33 7 1-11 ]SJ Plate ONaeN(XY)-- f8:0-24103-0I LOADING(PM) SPACING- 2-00 CSI. Di in goc) Udell tM PLATES OMP TCU 20.0 Plale OHP DOL 1.25 TO 0.39 thai -0.08 S9 >999 240 W20 2441 TCDL 7.0 Lumber DOL 1.25 UC 0.66 Voi -0.20 8-9 >999 160 SCLL 0.0 ' Rep Stress as:r YES WE 0.1`9 Horz(IL) 0.05 6 We Na BCDL 10.0 Cotle FBC2014FPM07 Ma81x-MSH Weight:11116 17=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Stmduml wood sheathing directly applied or 48-12 a pudirs, BOT CHORD 2x4 SP No.2 except and remi WEBS 2x4 SP No.2 BOTCHORD Rigid wiling directly applied or]-10-10 oc bradol MiTek recomme os that Spabilizem ars requUetl Cross Gadrg be installed dung,trues erection,in axortlanw edm SteNlizer tletallationatume. REACTIONS. gbarze) 9 03958,6=13i Maxi 9=91(LC 11) Max Upllfl 9-28112),6=-289(LC 12) FORCES. (Ib)-Mau.Comp.Mlax Ten.-All tomes 250(Ib)m leas exwpt when amman. TOP CHORD 2-3-1324/fi01,3-0=-132 4 90D BOTCHORD 8-9-5641295,]3=381991,6-]=-549/1295 WEBS 3]=-Il9.3A=-II4968,2-9=-124&522,4{-124&522 NOTES 1)Unbalanced roof Use load have been wneidered for this design. 2)Wind:ASCE]-t0;Vd6130mph(3-.scond 9ugp Vaedi 01 mph;TCDL71.2psf;BCDL=3.Opsf;h=25N,B-451t;1-24X;ei Cat. II;EV C;E.I.,GOpi 18;MFRS(Grectonal)I C-C EAmor(2)0-1-12 f031-12,Intermit)3-1-12 to I I-0 ,EneNor(2) 11-00 to 14A0 zone;camlle s r left and right exposed;end vedical left and right egrosatl;C-C for thambets and faces 8 MFRS for reerAaa shoes;Lumber DOL=1.60 plate grp DOL=1.60 3)TNs tiles has bean desired fora 10.0 Pat bobom chord Use food mnwnwne d earn ally other W.Iwda. 4)-This truss has been designed fora live Intl of 20.Op f on to boftom chord In all areas ensure a rectands,M-0 tall by 2-0-0woe All fit belween the bottom chord and any other members. 5)PmMde mecnen eel connector(by others)of Wss to healing plate Capade of Wthstandlg 100 In uplift el Joint(.)except(hob) 9=269,6=289. Q fted— cesen.1c —od'.m"Fe. nmolors llJn W:01{vhlrv><ctl IXJY WX�M�eters Aovm.orclNbxm MNY}✓]InrdYp compwmt ml Wxyxen,eelne gee,mlwYiLp Je9nrv+e mtrsl veil(yllvaalTNkMlryoltlaY{x�R>•orelepoN piryreilYlncu( aR RhdeLLyi Mlo move�tll �Y UIq WWd�.®a lglWtNedkbwecenldrNkpoln]K6YW h�swebad/mcMdmmAivi WY.fva11MM1emwaay aM l`e�m�Rtwa Mn8C1 MiTek' NtlwgS�epled MptlMlllyadlo wovenrcWq/.e'MIb W¢drle celIDrl' tMaV and wc�dydanapa. It,gored Pi]Sce�e0.rvQgM soca P.h.EW axe. MdtOMg.No�oge.tlelNny.ereclkn aN Mml�g olMuoxm0lrnxygomv nnMN9V1%I CI AM QIIwIa.nead9uMaC5l&MFPGanponxx ie�me.fL]R10 sees,M4mgXGn avy6le M1wn Fuss FMR Yn11Ma 41e N.lee 9�ee1.SIle.12 NemMb VPR2d14. JobThs. Three Tyles -r Ory Pty ob arsi0e Homes-Lat135ABCC-JB J1]0.902 Bol IWLf HIP GIRDER 1 2 Job Relemrce loofione 11310051 Mamllp Bultling Supplies, Jals.mille,FL 8.110 Apr 13 Millsk Industries,lr Jun 16:12:67 2017 Page ID:PrGOThpBNXMFHUlzEyGyui43PlNNN8b3q%35AdXlMC5wAazN 6100 921213-5-0 177-12 22.0.0 alae 44a 42 42.e 444 Sple lairs almost NAILED WJLED WAILED NAILED 400 12 G] NAILED 1.5N II NAILED NAILED 1.Se4 11 NAILED 0b S 17 4 10 or .5 21 22 B 23 24 r ses i 2 �1 X12 25 11 27 R10 29 3J p 31 32 e 3.6 11 5E= regi II NAII£D 15[4 11 NAILm 310- NAREp 154 11 NAIUM NAILED NAILED NAILED NAILED Specter 4168 8212 1"117712 1 2D00 410-6 4-0-0 4-28 ate 4JJ Plate OSsas DLYI-- 11'0-38 EdoaL f3'DS-462-00 It2O2-&D3ai LOADING(pi SPACING 200 M. DEFL. In bro) Wel W PLATES GRIP TCIL 20.0 Plate Grip DOL 1.25 TC 0.67 Ved(LL) 0.1511-12 >BBB 240 W20 24M190 TCDL 7.0 Lumber DOL 1.25 SC 0.84 Vemi -0.2811-12 >935 180 BCLL 0.0 ' Rep Sliess lnd NO WB 033 Hi 0.06 8 We No BCDL 10.0 Code RBC201VrP1200] Matini Weight:216 lb FT=20% LUMBER- BRACING- TOPCHORD 'h4 SP No.2 TOPCHORD Shmddred woad sheathing direcny applled or 3-810 do pudlrs, BOT CHORD 2x4 SP ND.2 except sntl eshoafs. WEBS 9WSPNo.2 BOTOHORD Rigid ce111ng diredly applietl or64-0m brudng. SLIDER Le119W SP No.22-0-0 REACTICNS. "1.) 1=141Gsy3G,8I44&b5-8 Max Hi 1_98(LC 7) Max Uplift 1=630(LC 8),8=687(LC 5) FORCES. (ID)-Mex.CompJMaz Ten.-All lomaa250 AD)orleas excaptemonshown. TOPCHORD i-3 2995/1385,3d=-38]4/1802,4-5=3Br4/18d2,56=240U1119,6]=-240001119. ]6=-1353580 BOT CHORD 1-12=-134&273,11-12=-134W7K.l611_17439i&3 .9l R-1]4313634 WEBS 311=-5584259,4-11=-035129],511=183268,59=-13]5548.64-3862]6. 7-11=--12452623 NOTES 1)2y chords be mnnedsd together MI I love(0.131'x3')mals as Idlov9: Pon.hors mncommaas IOe folio 2x4-1 row at l-0-0¢. Bottom.hors cmmectetl as lollows:2x4-i row a10-ti-0x. Websconnected as follows:2M 1M at t-0-0 OC. 2)AA IoaM are considered equally applied to all{lies,except It noted as Imn1(Ft or beck(B)lace in the LOAD CASES)seomn.Pty to ply canned one.hie been pmNded to distribute only loans added as(F)or(B),unless otherness,mardated. 3)UNlalan[ed mof live loads have Dean considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(S-second gust)Vasd=t of mph;TCDL=4,2psi;BCDL=3.0ps1;M1=251q B451t;L44X;save=4X;Cat. It Em C;Emil.,GCpiia).18;MW FRS(dlrectIonal);canlllever len add di exposetl;add veNral left and right assured;Lumber D0L=1.80 plate arm D01=1.80 5)Provide adequate drainage to prevent water Ponding. e)This truss has been designed for a 100 par bottom chard Me load ra ncom Trent with any other live waves. 7)'This truss hes been assigned for a IIve bad of 20.Opei on the bottom chord in all areas where a Mclaria 380 tall by 0 0 wide Wil lit between the bottom chord and any other members. 8)Provide mmhadcal connedlon(by olhers)of truss to beefing plate capable of withstanding IM to usli8 at funds)some gt=1b) 1�3ge a87. 9)"NAILED'Indicates 3-1 W(0148"x3')or 312d(0.148'x325')toe-nails per NDS guidllnes. 10)Hadmort or other connedlon deNce(s)shall be provided suNdant to support concentrated Ioad(s)315 to down and 3881b up at 4-10 800 top chnr,and 1091b down and 54Ib up at 5-090 on bottom Lhor. The deagNselection of such connectlon device(.) i.the responabli ty 01 others. LOADCASE(S) Standard Ases a.VMIyOMpn pnxnN✓.w4flEAe NOlEa ql lM6Wm WLtYOEY MIIENaEFENPNCE P.4eEM,}]4Arw.Ippa501a BEEOMY9E n Wp lonmeaNy W In Mlea®cmredo¢.Ind WJ•pn errtrarcl h�y ulnnpxwnalmn9wwr aMlsb1 m a..11 Luldllpaoml*xlen 1.nnl uhm 1 9Ln. 9acFglndktoltq Slo Fxtklvwm tnictlayl onnnY.MIW mlahwen�am/wclhwd rn_.v wYY'YM]111Mii/A lexn(uearyantl pwmwien Mxl�q L aN1�m-werldw,iruret,ane 1.'_'t ealarmeYmm oow+»w. � wY and wa>em danodi 1.,1.mels.:.i��w�In11t M Bk� P1.kalkm.nwapedenxny.wa:nm mldrzxily.11.-lnJ'rmownememeAllnrdeft OndIy C.,on.aM Fpr bessereeemp.nem new I..EeC Ben. ed.ly INwerel..xcm smFMe nmllule.218 N tee col sdle]12,aexa VAwo14. T,FL 33610 Ab -Truss T.Typo Ory Ply Rivervtle Moores-Lol 135 ABCC-JB T11310051 J170302 B01 HALF HIP GIRDER 1 ?- Job R ...(oobonal) Manny Building Supplies, Jaksowlle,FL 0.110 a Apr 13201]Ml I OK Iudenna,IM. WO Jun ]15:12:57 2017 Pa9e2 ID:PsrGMOThP6N0luW9FHU1xEY.C-yu14W3PlNN OM3gX3Syc Mu JC5wJA2s aWq LOAD CABE(S) 5landaM 1)Dead.Rooi Llve(bnenced):W.txu Increase=1.25,Plate Iru,..e=1.25 Urn..Loads DAD Vent:1-3=-54,3-7=S ,513=20 Oonoenllxted Loads(lb) VW:3-243(B)12-101(B)II=40(B)a—ea(B)17 B4(13)10=e (B)20=B (B)21=-64(B)22=E4(13)2�e1(B)24=71(B)25=-50(8)26=40(B)27-40(B) 2&-00(B)29-40(B)30=40(13)31=d0(B)32-42(B) QWMIMGYUNy pfNpnpraeM��tlaE1UNU1Ea PV INSINO MCWOEn MIER eEfEa<HCE PIOEMF]4Anr.r4AVt0149EfOPE U4E. pe'ST NYW IalrsaYYwlln MIIeMAconrecWrs IM WLyi ktvaeOwlY WxT ppanaiaf N�uwr.m]k1w m Ydlvklq IwWNp<artil>meo1.rot bmbyNan EeMx 10e.IMdMlp rlP-1. w.1M opak . ofb.1 pm�rerers orvJ gM-eay lrwwrwrnb nGMDan FIo 1Y¢uverdl Wdydeapl.eT.Yq P-1..w 1YMM]rrt11n6a wBbwJlalwaoraenldedr9 MiTek' kdwarS repledMLWMagbpevemlCd4aa MMN porde FaYorvl lnYaVfVa .Mf dvnWe. F+r 9erwrd piMcerey-aOrp Ore eke EeA BN4. pMxltn Yw�B.UMNay,neclMaW MacXpolnmevOMsybrni neeMlN/INIQMM CgRIW,OLd9 aM lCL FiIq COlrp4NMa PaFL ]EIO 9KIy MompXm aedd'le Ywn Irw RaR IndnNe.RiB N.Im Slreel.9lM JIR.Ple�wgM VP1R]II, iairya Job Truer Teter Type Oly Ply Riversido Homes-101135 ABCC-JB t1131W52 JIM02 B02 Her RP 1 1 Job Isll Meminp Bultllnp SuyPles, Jelsomile,FL 8.110sE0..4.... S?Mutr Wel J112682g0 =IO:PaGMOTM11aNOI1d9FHUIzyeC4GS,11UhVTbMemLmbgDlWgXG3YnV' p 8-0P0 1450 xx-09 6168 7-6 12L&12 1 Scale-13]2 410 t5a4 II sera= ap ter 3 +s +a n 4 to 5 sea= +314 z 1 rr S S 3a II 56= 4ao= 1 II 6108 1450 x210 6108 7812 7-612 Pbie 0llaets lX V1- 11638 Etlgel l3'0-5802-0118'0.280.3-0I LOADING(pelt SPACING- 241x1 Cu. DEFL In (Im) VOet Ud PLATES GRIP TGLL 20.0 Prete Grp DOL 1.25 TC 0.82 Wit(LL) 0.13 ]8 >9B9 240 W. 244/190 TCIDL 7.0 Lumber DOL 125 BC D.J6 Ver(TL) -0.31 ]8 >099 180 BCLL 0.0 ' Rep Slteer If YES WB 0.81 Hordl-L) 0.04 6 Na top BCDL 10.0 CWe FBC2014/1PI200] Means MSH Wdghf:IM Fir LUMBER- BRACING TOPCHORD 2x4 SP Not TOPCHORD Struptund Woad sheathing directly applied!or 2-2-0m purins, BOTCHORD 2x4 SP No.2 except an Cramb ls. WEBS 2x45P No.2 BOTCHORD Rigid ceiling direct,aWhed or 6-8-7oc bracing. SLIDER bet 2x4 SP No.22-00 MR." recmnmendslni Steb0lzem and auto retl cross bracirg be Installed during rues aectlon,in eaordeon WM SIBNIIxer hrstal,an. alae. REACTIONS. (Ieslxe) 1]x)&1130,8=809/65A Max Hors 1=131(LC 11) Mar Uplift 1-289(LC 12),6=390(LC 9) FORCES. (Ib)-Max.CompAAex.Tem AlllonowM(Ib)wlesseseptemensllom. TOPCHORD 1-3=-154&]04,34--15]945],4-5=-15]8/)5],58=-]4@40] BOT CHORD 1-8=466H,In.78 77,128 WEBS 3 8J0A!57,3-]=-1951320,4-]=-0]31382,5-]=455'162] NOTES 1)Unbalanced=1 true loads Veva been considered for the design. 2)Win:ASCE J-10;Vult=130mph(3sxond gust)Vasd=t Otmph;TCDL>.2psl;BOOL Opsf;R25t;8=4511;1,-24X;eave=4t;Cat. II;E,C;End.,GGpFCA 8;MFRS(dlrectonal)and C-C Edenr(2)660 to 360,Inteda(1)30-0 to 6-108,Enter s(2)6-148 to 111-J zone; snlllever let and right exposed;an verlcel left an right expeand C far members an forces 6 MFRS no reactions shoen;Lumber D0L=LGC plate grip D0b160 3)Provide adequate drainage to prevent Water porn log. 4)Tire ruse has been designed for a 10.0 psi botan Chard Ilve bad mnconcoment With airy artier live loads. 5)-Th8 buss has been designed for a Iive load of 20.0psl m V e bottom chord In all areas W1Wre a rectangle 38-0 tall by 2-0-0 was Will fit bens en me batten chard and arty other members. 6)PmIde medtanlcal mnnecllon(by others)of truss to bearing plate capade of Wlthstpurchg 100It,uplift at joint(s)except GiJb) 1289,6=390. Q WAMWaVxllx 4aYpnpunntlmxq RGUHUTEe CN T1Ne4No!V LUMalN1Ex REfERAN[EPFGEMAAnr.IP011ela Zone USE. o«ql varowr�orvv amrnrono wiz ln.d„a�e w«4raP,n l>awneleaw�wr�.eea n l«miIl. wundxro�or>o�rrt rot Nm MJoo. Bar«e IVs.1M lJl]rgaziJnermut vedh nw cwJlnlfry or CetlP�pxmiere3 wJ po[env Inc«rysaro T5Oas¢n Fio rtc Dural h°.4uredeudn a«Fanxaedamwevenl[xiclrerg el MVMx]Bwx9hantlM dord mreoe «4v.aeallinrin lr'npwwYwMPWmaI'enl6rsr5 MiTeK t uwoh reNA�r«e12Alyad Mwe�er4edlgrs xnhp�er�r�rawev�dwmwlvdwmga I«a«�emledaa�emaaarg ere 11- r?kaMildape.tleNe'Y.recXmad M«1q«M1uvauMlmuiplenn..'ee1XL/IW1GudW CXNIb.bseM ant aCL MlJgemgmN T. PeIL 1. eNa. ]yarylNympYan avy2J ..ln..Me.R1a N.lee SreeL sura 312 Pier.VPxx316 T. 1.,L FL 3Y10 Job Trus Truss Type r Ott, Pty Riverside Hones-Lot 135 ABCC JB 3100 J170;i02 CD1 nodi Special 1 1 Job Reference(ocnarep Meeting euiMing Srpplies, Jaxa0milq,FL ant 10 sNoftd Apr13201]CuHgq tluwmies.Im. Wed Jun ]15:1 UXg Paget ID:PsrGMOThIxeNolNv9FNUlzEyeGUHggCo5iF_e1DKugjUs?almz'1633n30CmUXplgz8e6o 8192 14-0.0 150.0 1 T:,5 055 251094 3088 testa 3894-0 MSB &192 510.4 40.0 565 549 4411 1-114430 440 .1. 1781 4. 4-5= aD iz l SA= y4= 1.Se6 II 56= 5e5= t fiat Oes 5 27 6 20] B 29 9 SS 311 25 3 10 y 2 b�A 1 119 da ded A 16 15 14 13 12 aB a4= Am= set= ales= ae II 40= 7712 1soL 251094 353-0 350 4210.14 M.6$ �]-1z za4 lam-14 94z Ds0 z2u 1 Plate Offsets(XY)- I1 Edgl 0-1110'.0-2-80301111.04-56l 4d !12:0000-2-01114:04-003-41.115:63-120301 LOADING lost) SPACING- 200 CSI. DEFL In (W) Aid UO PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.191415 >999 240 W20 2W180 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.4914-15 ,62810) BCLL 0.0 ' flap Zass the YES WE Sw HorzQL) DN 14 we We BODL 10.0 Godo FBC2014]TPY200] McNx-MSH Weight 223 Is FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD Structural Most sheathing directly applied or I1-14 ac Full BOTCHORD 2x4 SP NoAD'Excear BOT CHORD Rigid dMleg all applied or 600 m bracbp. 1-15:2x4SPNo.2 WEBS T-Brace: 2x45PN02-8-14 WEBS 2x4 SP No.2 Fasten(2X) T Vitt I bmcu to remove edge of web Win 10d OTHERS 2x4 SP No.2 (0.131 SSA')nails,filo o.,a th 3in minimum and distance. SLIDER Leff 2x4 SP No.2 200,Right Zxb SP Nil 1-10.0 Brece must covers of web length. MiTak socmmands that Stabilizers antl real crass brecing ba rnstrai dudrg imss erection,In accordance Who Stabliser Installation ours, REACTIONS. All ties 1=71 0.]-12 except QL-length)1408,11 39. g4-)- orz =7t(LC tt) Max Uplltt All uplift 10014-orles152ft- nl(s)11,t2 except 1=-282(LC 12), 11=f£2(LG12501bo lessat ri Mex Gmv All raedlms 25010 orlaesatfolrrt(s)11 axcep tdel(LC 1), 1a1B3fi(LC 1),13--060(LG 22),121M(LC 3) FORCES. (Ib)-Max Comp. fi Ten.-All forces 250 g4-)or less except Wren shown. TOP CHORD 1-3=1557023,34-1414/681.4-5=11]1dull 546-1062/514,67=489/1161, T"W1161 BOTCHORD 1-10= 440,1518=-352/852,13-14�852� WEBS 318=-291833.418=-20fl/516.4-15-104/366,S11l 55BG43,6-15=38011019, &14=-16211]09,]-14-2]1/182,8-14-8P/430,&1 3-1 0534 9,9-13 29W172, 1613-3061266 NDTES 1)Unbalanced fool live loads have been onnadl for this design. 2)Wind:ASCE 7-10,VUl30 W(3sEcmd gut)Vasd=101mph;TCDL -2psq BCDL-3oddl;n=25X;B=45X;L ft;eadI Cat. 11;Ery C;End.,GCpl-0.10;MFRS(drectlonal)and O-C Extendr(2)0-o-0to 454,Intedm(1)4-54 to 12-0-0,Eel 12-0-0to 15 0-0,Iaterlm(1)35-0-0to 4458 zona;cantilever left and dight eryesed;end vertical left and fight expos id;C C for members am forces B MW FRS for maabom women;Wmber DOL=1.80 plate gnp DOL=1.60 3)Poral adequate Cminage to prevent water ponding. 4)The muss has point designed for a 10 0 psi bottom chord live load noncoaourrent W1n any other live loatls. 5)'ThIa truss has been designed for a live load of 20 Opal on he notlom dicW in all areas Were a sclang1.300 tall by 260 wide WII III belvreen the bottom chard and any other members. 6)PmvNe meManlcal coonecflon(by often)of roues to beading plate capable of Withstanding 100 to uplift at)olnl(s)11.12 except at-Il 1=282,1492,13=152. 7)Waming:Addiilonal pemnanent and atenihy bracing forbuse system(ret parl0f this competent design)is always required. Al.. V Ntl p pv EP aEMb]aA 10fV1tl aBRL W N MI 1 1 L M 1Wllap f. I . 1 sl W 1 q IaIH� n , I , I/ II ,, Mil ri I 1 JIII �I social ia I rag n Mor I r 111.1-' 0 th df sol o-r nllncd Ia p5B 49 an4lCBI WXENyCm Ot Pe Me Fstl BNd ery lith Y IJr Dolt aua Role lnetlMe,pie eo w. c31 R. r Mr VAR2914 Wim enpa.FL 396x0 Job Truss T.Type 'Cly Ply Rrvemitle Homes-gilt 135 ABCC-JB T1 1310054 jlm3 CO2 GABLE CaDTe I Gable COMMON t 1 Jp0 PNererce o tiorel Wh og Binding Supplies, jaisomele,FL 8.110-0Ppr1320 yM-tty lMua1464Irc. Wed Dir 1 2FObV 2o9 8"m ID:PsnGMOTNxfiNOIMVBFHUI]EyeC-1tyeCU6wnW15e20pwTDlrJiv02FODVEOOMIIBeBm 1afi4 3zA.p inn 18414 +zea 1H-0 +bAa taA-0 zDAa @0.a zaA4.ffiA.B zaso zBAa taut 3aa¢ 34e-0 4-088 64o N." 1n+Y 111z 9o.B zao z.oa Roo zoa aLLo zAB zaa 10-a.l-ns z+n4 z+oa 0AA n 6We=1:81.0 TOP RCOFDI PHMUST BE SPACE CONNECTED SrBG 8g1� POOF DIAPHPAGM,OP PRO P YCONNELTED PUPtJN3 A8 SPECIFlEU. y14 II 13 15 18 56 55 1858 R1 23 9x0 11 00 25 I 12 '4411 0 2] w11 50 50 2W I 8L 20 8+8 J 8 4.W tz s9= 3W = W5= = 59 O la 57 i We 53 a 40 3B 38 3] 4t 43 41 y8 II1 to-0 Or,414 25,10-12 3111-12 3432 366-0 43-10-02 H&8 ~ 840-0 2-14 ~21 14.22 — 2 6 z 1 2 %al Mda,(X YI 116i M—Edgerl.HELD 603011 'Etl 0 - 31 (3345-00.2-81135'038 Etloe119942b 03OL,22.0.2E 03-01 LOADING(,so SPACING 280 CSI. DEFL. In (Ind) WM LM MATES GRIP TCLL 200 Rate Grip DOL 1.25 TC 0.58 Ved(LL) -0.1040-41 >999 240 L4r20 24419D TOOL ].o Lumber DOL 1.25 BC 0.61 Ven1TL) -0.2540-01 >668 180 BUT ODRep Stress nor YES WB 0.26 Horz(TL) 0.04 1 Na red Weight 359111 FT=20% 111 100 Code FBC 014RPJl Meldx-MSH LUMBER- BRACING TOPCHORD 2x4 SP No.2-Except' TOPCHORD SlmGural spoil sheathing directly applied or 5-2-]os pulling. 413,23-32:20 SP NO2 BOTOHORD Rigid cargo,fleetly sapped or 680 A,trading. BOT CHORD 914 SP NO.2 JOINTS 1Bress at Jqs):18,8,28,22,11,14,1],20 WEBS 2W SP NO.2 -Tek rewmmands that Stablill end requoetl cross bmdllg SLIDER Left 20 SP 1,10.2 2-0-0,Right 2x4 SP No.2 2-00 be installed during Iesa erection,in soccedefince Wilt Stabillmr Installation de REACTIONS. All heaMgs 0]-12 exwpl Ukler,th)t#8,35A3-0,42=0-38. (th)- Max Hoa 1=26fi 1¶ Max Uplllt All uplift 10010 or .atyim(s)excep 1=2110LC 12),35=1]5(-018), 62=308(LC12), lb or 51LCi2,n40=283(-012),36(LCl)LC=9 Max Gmv All reecgona 250111 orless atfoint(s)35 excep11d33(LC 1),42=9]0(LG D),38�8o1LC iL 49]88(-0 18),3fidB0lLC 22) FORCES. III-Max.Comp.Mlax.Tan.-AN forces 250 180)or Tess.-Pt Wien strove. TOPCHORD 1-1]344E9,131 5=3 5 43 61,15-14= BeAm 1,16-19=354361,19-21=856/361, 2123=3581 33-35=697949,3114281394.45=3D]y353,6]=1282]0 7JR-1232]11,8-10=334231,1011=635^231,11-1 4=8 3 5231.14-1]=-34]235, 1]-18=34]235,1620 &823.2022=62/323,22-24-8 ,23,24-28=6,2323, 28-23=64/323,31-32=8.29],46=-251/109,69=-33 02 8 3.9-12=3,2/338, 12-13=3541369,23-25=85]136,4 2A3-2 34318,2429=319'269,2982-1g365 BOTCHDflD 1-04=-35293],43--=355]4],42-03=25814]5.41-02=-1892]9,40-01=-11 413 6 5 WEBS 3-4=1431],3-01-30-4545-031-32- ,Sd2=4421146,8-02=-544364, 33-38=44-142,2840 41422],31-38=-2043]1, D41-36355,18-01=541268, 1640=544/935,2B4116-7--384298,2930=369282 NOTES 1)UMaierced roof live loads Deva been conMtleretl for this design. 2)Wind ASCE 410;VUII=130mph(3-second gust)Vadi 01 mph;TCOL-1.20f:BCDL-30psf;h=25fd;Bw41;-450;pave=58;Cat. IC Exp O;Encl.,GCpIl18;MFRS directional and C-C Faletlor(2)Da-0to 4 57,Intenor(I)4-5-]to 1]-11-1,Exteeor(2)17-11-1 to 22-4-8,Intl 8-0-0to-88 zona;can8leyer Ion and night expseol;and ver lett And right eaPdand;C C for membem arM forces 8 MFRS for rearpli sMwn;LumEer DOL-160 plate gill,DOL-L60 3)Truss designed for Wntl loads In the plane Of the tmss Doty. For sluts exposed to Wntl(HO.N to the to.).see Standard Indlstry Cade EM Data.es epplicade,or consull qu lifted ouiltlog designer a5 per ANSUTPI 1. 4)Pmeb d adequate dreirege to prevent wader ponding. 5)All plates are 1.5x4 W20 unless olhelWse indicated, 6)Gable studs spaced at 200 op. ])This puss hes been designed for a 10.0 psi eoamn chord line load nonconcuhbnt WIh any Other live loads, 8)-This has has been designed for a give load of SI on the Dohom chord In all areas where a rectangle 380 tali by 0-0 all yell fit debaser the bodcrn chord and any other memDere. Q WIANFp-acex4Wpnpe6nwsrcd,4AFAp Narta Qy hes.NLLWEOYREx eEEEIMNCF PIOEIF]Yl m.IOOY baF£pNEYHE. pmxx,..for UvedYYwBn AebAo-nd,ne,the uWala We .14Fn pu-.I- aand k laM —Conon-1 pM rytlfm.lefeWMWll ut ahe gHIIc2N of Wpor— Clodnn'-'OdM~YBo 1.- u ll iMg64p � ��naenlb L9 e� 6Yp ' iWndfic. M,-adxeWmPo.rrPaaonc` � fh), PlaRa , 6Po4 RM EM BMd . adEly llbpmygn m[Mle M1pnllupnle Mllub.2laH.lee 5hmL91a 312 Ne[aYH31 V�31CiaMo,D4H9aM aC9lYMnpCNnWnnO Tnrye.FL 3-0-0+0 Job Tvc TvaType Oy Py Rivervde Hpnres-Lot 135 ABCCJB 11310056 J110302 CO2 GABLE GebleIGeEK GOMMON 1 1 Job Pal.hipat Maminp Saiding Supplies. Jaksonvule,FL 8.1105 Apr 13201]MlTer bldasbies,IM. Wad Jun 115:13:012011 Paget ID:Psr MOTI'gIMNolk HUtz£ye -gWU6mW15e2DQ TDIrJry FObVEoO9 "M NOTES B)Provide medernlcal connection(by otllsnj of truss to bearing plate departs of wltlslanding 211 Ib uplift at jdM 1,175 lb uplift at joint 35,3%to uplill at joint 42.315 Old uplift at joint 38,283 lb up1111 at joint 4 and 213 ib uplift at joint 36. 10)Graphical pudin representation does not depict bte size or the orientation of the W din along the top andlor bottom chart. Q WIRMNaa�MtlWnpvX'sbemCPFAO NOTES CN rI6 AXe NCLUOEa NRE1(aEFEPAXCE PA0E1Wl1Am.l)ISBF£aaEV3E cefYJrWplw Ne cNYwlln MRekbcorM RhtleW/rk WeOON ,yvr pwm,elert Arvm.Odklum MlNdef bXCMrp clm,�r,errl rod ".islann .,..i Ve�¢r muslvwlN ire gyAkMlNcltlm6M�pwln,elersatl�IYntwNrale ll'BMLglnlo n¢overdl b1<agtbft2din- 4xn9hJkalNttle Veve'tl[wedlr4olMNMUIInmwcb adlw IFuetlmerrNsulM.M?M1MIemFwW adlam�amida9y Mj ek' kll'e'r14imWeOMeWnYaNro wevenl w,ua,rewnn PomePwww nlh'a'O paFw1Y21NLa.fdgedad auM]wiCeredardlrq Te sAykalkM1 iM ,tl9hay wrn Is I...,of is is sarnllnms/+lemi MNWIRI Gutllly .Wad9 wMaCH&14gGon{'mxa 6806 PeM Ean0 SyeNbiorrppeyr wdd]etom inm Rale lnllMe,R1a N.I�Slraei.9IRa1R,Olesavlla VPRR31 L_ ie,rye.fL 3Y10 Jpb Taw T.TYPO ON Ply Rverseds Horan-LaI135ABCG-JB 711316055 IJIN302 403 PiMitasx Sase 1 1 ER i and Merenrg BWldlrg SlWNlea, Jeksomllle,FL rlm o es ID:PeGMOTYbNO1iI]EyeGn24L2hmA0l1GbyJUjclprNnro6VARo3e6k 040 1244 18&12 224 0 2]1 W 31-11 12 36-60 447-0 &60 444 L10 Sind 5E4 616 44.4 660 Sate•1:70.5 56= 1,624 11 SVS= 5 27 20 6 26 3] ] 8.60 12 1SM II t&I II 4 B31 403 12 Wy J6 i 3 2 25 32 3115 10 I d 16 0 33 31 14 35 38 13 12 so lyd U7 If H] II 1.5x411 5�6= 4x10'= 59= 1br411 80-0 Is. 2240 3111-12 3&&0 4460 600 4.&1 P]1z e]-12 444 600 PlearMet MY1- 11&38 EtlDa115&2126 21 F/'02120 21111'O50 Etlpall3'03E 030114&37-03-01 LOADING(psi) SPACING- 2-09 CSI. DEFL. in (roc) Wefl L10 PLATES OMP TOLL 20.0 Plate anp DOL 1.25 TC OA Ven(LL) -0.281314 >B98 240 Ml20 24M190 TCDL 7.0 Lumber DOL 1.25 BE 098 Ven(TL) -0M 13-14 >GBB 180 BCLL 0.0 ' Rep Stress Incr YES WB 0,0 H.rz(TQ 0.08 11 Ne Ne SCOL 100 Cade FBG2014/]PI200] MaNx-MSH Weght:267I1, FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2•Excepr TOPGHORD Structural wood shearing diredly applied or 2-2-0oc pudlln. 13,9-11:2n SP NblD BOT CHORD Pigld ce111,directly applied or 2-20 oc anding. BOTCHORD 2x4 SP No.2•Exeter WEBS 1ROW at midpt &14,7-14 1315:2x4 SP No.1D T Brace: 2x4 SP No.2-515.7-13 WEBS 2x4SPNa.2 Rated(2X) T and l braces to snow edge a web with l Od OTHERS 2x4 SP No.2 S.131'Id1')hale,bin o.c.,MN 3b minimum and distance. SLIDER left 2x4 SP No.2 2-0-0,Rot 2x4 SP NO2 240 Breve must Lover 90%of web iangrh. MiTek recommen.that Sfatnicesra and required areae bracing be iaslelln dude.,Was ered1cm,n arda cconce wdh StaNll2er I tall Itle REACTIONS. Qb/size) 1=3671&53,11=114N08-8,15=1793p&8 Max Horz 1=260(LG ii) Max Uplift 1=445(LC 12),11=417(LC 12),157626(LG 12) Max Grav 17116(LC 21),11=11W(LC 18),15=1899(L017) FOMES. (b)-Mex.Comp RAax.Ten.-All fomari Qb)orless except when shorn. TOP CHORD Y3=430263,34-4/328,4-iN334,S8=-BSOIS6B,B]=-850.1569.]4=-193]/1015. &9=48491809,9-11=-245&1041 BOT CHORD 1-16=-234/399,15-16724N'.92,14-15=46'435,1314-223.940,12-13=-8I 1142=-B912268 WEBS 315=-hh7MI,415=4]6001,515=-1393K)35,5 &147344244, 7-1473081126,7-13=80,'111292.&13-414317,9 NOTES 1)Unbalanced root live loads have been cereidered for this deegn. 2)Win:ASCE 7-10;Vull=13Omph(3 second gust)Vabli 01 mph;TCDL71.2psf:BCDL_3.Opsf;h=25X;B715g;1w15ft;eave=51t;Cat. II;Esp C;End.,GCpi=0.18;"PER(dlacrlonal)an C-C ExterbD)0.00 to 4-5-10,IntenNl)4-5-10 to 16-412.Extedor(2) 16-9-12 to 323-14,Interior(¶32-3-14 to 36-0.0 zone;carifift r left and dight elmosed;and vemcal left and fight elmoaect 0 for members and tones&NOW FRS lar reactions shown;Lumber DOL=1.60 plate earn DOL=160 3)Provide adequate drainage to prevent Water pending. 4)TMs truss has been designed for a 10.0 psf Nbyn chord live bed nonconcurrent with any other live toads. 5)-This truss has been designed far a live load of 20.O1 on Ine boftom cbod In all areas Mian a rectangle 38 0 tell by 2-0-0 Woe vill fit between Me bottom Chad and any other members,With BCDL=IDavid. e)Provide medlanioal connection(by others)of trues to bealng plate capable of withstanding 145 lb uplift at joint 1,417 to uplift at joint 11 and 826 to uplift at joint 15. 7)Waning:Add'Nonat pe...or and stability brad ng for three system(not pan of Me component design)is always required. Q WAIINWaYYY]Wtlpnpe+mrt�eaMNEaaeaTEe IXITIOa INOWCLUOED I.MEIaEEfMNCE FAME1Wl4]]m.faeVAlf BEPoXFVEE. lMipt Wa1a ueadYv'ulm IN1ak5conreaoo.n4drslank L'se.]oNv War,Ibonelars 9wwri and 614 a,MINOx'1 aMYp ccmWrpPr ml num sysl,xrt Belda ux.nc uoji oe _.muttoMh1.ow"'Rilh of deC '1--,-1.'u.",b nM de9aa Flo lira ovddl M B Gllgrp MGT.WtcxplMFuletlkto Itucmrpor Mrk1ua111mweb UT1'1d cMra malnM:wlv. NdiMlMmllampryay WJ neanalarOL acYq 6ywaw�epAed ld sldAlNaalo rye IcoX<vofw a,uWFis,bom,i-Whlaan min Quail,gT_ ,DNAVrae WO Wdi eopTa sewaFIL.1aN4. john, 7-n sldane.os.. .fo o,ml btj.Kry M111m n m> .,qa omb'0 .111 .D54M aM BC51WW11q Conpmenl is FL]4410 }yah ppnrwWyr uWdYe kora Tl,m%ole ImtlMa.216 N.lea S0ee1.a]ie]I2.NeiWM.VRYISIE. ^q Job T. Trues Type Oy PIY Raeside HearstLot135 ABCC-JB 711310058 J170302 C04 PR3GYRACKRASE 5 1 Jon-far..to 'm1N1 Mwmirp BUldng supplies, Jakaomille,FL B.IfMFH IzEy MiTek lsg sgDTxFM WedJus 715:13:052017BgCL?F 0e1 O:PsrGMOTIIj@Nditl W FHU 1 zEyeG-IRBSTCBUgOTZFM_31¢PNBOwK%YZBgTSBQ?F WBefil &00 15OI j6- 2 22411 2]104 '�]-12 36 Le 4480 POO ]Y4 1-88 i64 584 1-881 Xhe b0.0 Sole=1:]6.5 �= 15v4 bet 154 5 27 28 6 2e W ] O.GO 12 15,4 II � e 31 4.00 Iz m fi 3 y am` 6 3z4 2 10 m ad 16 a 14 3v 36 13 in as 11 ts4 II L8= a.to= safi= 1.6s4 II Sve II POO 150-0 22 2&]-12 3880 NPO la PpO ]-0d ]&12 1 ]312 7Od F BAO PlialsOlhatt 11'038 Edg 115'0-0-00-2-01 O'Oi-062-0L( 454]Etl 1 13'0-2-1 2,0,3 4] 1140-2-120 LOADING(mf) SPACING 2-0 CSI. ISE:L, in gml aided Ed PLATES GRIP TCU- 20.0 Plate Grip DOL 1.25 TC 0.94 VeM1(lL) -0.141314 >999 240 NfT20 244/190 TCDL ].0 Lumber DOL 1.25 BG OA VeM1(TL) -0.3212-13 >999 100 BCLL 0.0 ' Rep Stress lncr VES WB 091 HOrz(TL) 0.07 11 We No BCDL 10.0 Go0e FBC2014TPI2007 Metrix-MSH Wright:2]6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP Not TOPCHORD Structural wort sheathing dradly appllxi. BOT CHORD ad SP Not BOTCHORD Rigid calling directly applied or 64?O oc brdcUg. WEBS 2W SP she WEBS 1How at midpt 4-15,5-15,6-14,]-14,]-13,&13.9-13 SLIDER Left 2W SP Not 2 0 0,Right 2x4 SP NO.22-GO MiTek recommends that Stabilizers antl existed!cross trading be installed cur,tMss erealion,in accender cer Win SfaNllzm Ins(dletion 9ultle REACTIONS. (INsize) Worst Hoa 1 1==2260(-C 8,11=100910.5-8,15=1980.038 11) Mez UPIg 1=-td](LC 12).11=3]0(LC 12),15=8]0(LC 121 Max Grey 1=d22(LC 21),t1=10091LG 11.15=19891LC 1]l FORCES. (Ild-Max Gompix4ax.Ten.-AB tortes 250 jib)or 1.except wren stgwn. TOP CHORD 1-3-454274,34=37J518.4-5=01400,56--0991454,6-]=499'454,]A=132be70, 0-9=1218500,&11=-2)58808 BOT CHORD 1-16,2451431,15-10=25V Kr2,14-15=-29&180,1344=-129/6]8,12-13=-]89/1695, 11-12=]6811900 WEBS 14=41311148, 614=35125],]-14=-504/1138,]-13=43454 P5,8-13=5681446,913=1128/599, &12184 NOTES- 1)Unbalanced tool Ilse loads have bean conaldme,for thas design. 2)Wind ASCE 710;Vult=130mph(3-second gust)Vesd=101mph;TGDL-42psC BCOL=3C,ef;R25ft;BASO;b15I;eave=5ft;Gat. II;Exp C;End.,GCa=0.18;MFRS(dimabirmin and C-C Extellor(2)0-0O b 4Sta,INenor(I)4-5-10 to 16-9-12,Exierim(2) 18812 to 323-14,Inledm(R 323-14 to W 0-0 zone;cantlleftet leg and right espmed l entl vesical tell and right exposi C for members end brcas 8 MW FRS Im maobom shown;Lumber DOL-1.60 plate grip DOt=1 W 3)Pravitle adequate drainage to present water pending. 4)The truss has been designed for a 10.0 pat notion chool live bad noncencunem Win arty other live leads. 5)-This truss has been designed for a live lead of MOP(w the Whom chord In all areas More a rectangle"0 tall by 2-0-0 wide Wil fit beNveen Me boftmn chord and arty other members,Win BGDL=10.Opaf, 6)Provide mechaniml connection(by others)of hues to beating plate capable of wifhstarlsng 147 Ib plit at joint 1,370 lb uplift at joint I I and 67O It,uplift at joint 15. AstoBw4 VNryaWyn pnmmwv�w PEla HaIEe ON]X5M'O WCLUOEaYnEN PEFEIl4aCEPxaEMa]4Am.lOOYpIFBW/Z eBE Ikyrn W W M vxoN4 wfGi xMlekAewttv:lcrs.IIYx,leLpi klracv],MV urnnpxanelen Lwwn dtlab m YxTMAUI WaxpcwnlrrwnL trot aeIrbso,, tors mLVon'a bPro amwai ou IlrewggAkd+9lNcr JeeBr Wdaelenrndgwon, ahc.bnMittlwrSipdia,hen—'o,- enw 'braWk kawaw rewBm ld nmu6vdwlogexremawxm 4m ro�4+epei>oaM rx.yamgapwN ammo. Iota aBMtlawe wpoara ire 6eU4Pwa.6Weaa . ssat,nin pomae.OMlmy.BfeCa—ml Yaaclrp ollnme—asst Yl161M ReAMY/TI au]Py CIExb.D59dyaM K31 WIAltiaddr4OrwJ slaty IrYmrwxm aelittle awn Iriu FMe xieelule.11e N.lee Acet SW 312.Nmagb.VP1E]ll ianpa,FL 33610 Job Truss T.Type Ory ply Rival Hames-LW 135 ABCC-JB TI131W5] J1]0302 C05 P"ted,Bess 1 1 Jab Refiameave(pull "nq Building Supplies, JaksolWille,FL °110'4" ' &6h ID:PsdGMOThPd6No18N9FHU1zEyeC9dIT9BA2c0WKYPxAdSUeaMYA6woranab"YIr02 900 t?414 16912 2210 2]-104 V4n2 W. 44-90 90-0 a6A +116 594 5n64 a+-14 d6H a-0-0 Some=1:]09 55= 444= 56 5 27 28 6 28 3] ] B00 1R 1.5x+ tSxd II 4 9 4.Mo FIz sa a I 9 Som I 8 5 2 3x6 � 10 as 17 18 32 3J 15 34 35 14 36 13 12 Sx6= 5x5= y9= 1bx+ II 3348 II 3x811 1,594 II s,s= 9a-0 123-1+ zo-1-1z 246+ 32x2 3390 'kn" 990 4414 1a14 dee ]a1+ eau e-0-0 PlateOttaeN n 11 0.2 12 0451 IS9a-0Ox-0I I]09-00.2 1 flt'OJ-40.0.5) 13' -312 63 1 11643-12 0901 LOAOINO(psi) SPACING 280 CSI. DEFL. In IIm) Pard w PLATES GRIP TCL- 20.0 PI&e Gtlp DOL 1.25 TO 0.62 VeR(LL) 9.161518 0999 240 MT20 2+4/190 TGOL ].0 LMnber DOL 1.25 BC 0.64 VMIT -0.35 iS16 0849 180 BCLL 0.0 ' Rep Spress In- YES WE 0.98 11or4a) 0.03 14 rJa ^� Weight 2]816 FT=20% BCD- 00 Code FBC201MPI200] Me &I.-MSH LUMBEW BRACINO- TOPCHORD 2x6 SP N..2 TOPCHORD Shudurel woos sheathing dra ly epplim or 39-12m purllro. BOTCHORD POT SP No.¢ BOTCHORD fllged calling directly applied or540 or,brachg. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4SPNo.2-S18,5-15,8-14,)-10 OTHERS 2x4 SP Ni Fasten(2I) T and I braces to nanow edge W web Win 104 SLIDER Left 2x+SP No.2 2-0-0,Right zx4 SP N0.2 2-0-0 B31race must collar 90%W real i minimum end Metal length, MiTe0 rmmnmelM that Pubullza a and!Tabulator cross bracing Me IlwiNled during truss real In le.rdanct soap St-011zW I aft ti REACTIONS. (IXslze) 1=]2(MOb-8,1132310-58,14=2083/0-38 Max Hon, 1=26o(LCll) Max Uplift 1=4r]0(LC 12),11—211(LC 12),14=-699(-012) Max Grev 1=]51(LG 211,11=5T2(LC 221,1--2159(LC 1J) FORCES (Ib)-Met GompR.Aax.Ten.-All lomss 250 Qb)oT less except xNen elwwm. TOPCHORD 1-3=-1308M31,3+=81&460,45=E32/835.56=-+525],F]-0lSt t,]8=9BM440, 39=30X2]0,9.11=935/438 BOT CHORD 1-17=-502y1313.18-i]-502/1309,15-16=148295,14-15=43&21],1314=-36X19], 12-13=324n89,11-12=325(/90 WEBS 616=-]131436,4-18= 90YJ04,S18=-5 41.5-15=-]42/290,6-13=--262/9+6, 814=-1234/090,]-14=. 3=-08 919 24,93]1369.]-1 e-13=978289,9-13=684390 NOTES 1)Ullbelanoea mW live loads have been consideree for Mi.design. 2)Whot ASCE 7-10;VMt=130mph Bi second gust)Vasd=101mph;TCDLI 14 2MI;BCDLS.Opsf;h-25f1;B-X1511;l_45f1;rave=5f1;Gat. ll;EVC;End_GCpi 0.18;MFRS(directional)a1M C-C Esdedor(2)000 to 4-5-ID,finfir Q 4-5-10 to 18-912,Exteam(2) 16-9-12 W 329-2.IMedord)32-3-2 to 3680 zone;cantilever lee and right exposed;end vemcal leg atm aght fraud ;G-C for members and tortes 8 MFRS fa remoom shown;Lumber DOL ad plate gdp DOL 1,60 3)Provide adequate drNnege to prevent order ponding. 4)This press has been designed for a 100 pat bodom chord live load mm,omufrent wiM any MINI live loads. 5)-This Imes hes bean designed for a live Intl of 20.Opsi on the bottom chard In all areas Where a mdafgle 3-6-0 mil by 2-0,0 wide will fit Pedersen Me Whom chord and any other members,Win BCDL=10.Opsl. 6)Provide mechanical connection(by others)of Mss to heading plate cepade of wiNstandfing 2]8It,41IR W ftint 1,211 I uplift at joint 11 and 699 lb upIM at part 14. ])Weal AOdi0mai peMenent and stability bracing for truss system(Trot Pad of this component dsslgin is always required. ...a , , TEs t sirlum.sma.eeK. .P zeta a1M1YMfseEFtaEIIaE 'In'MI" d Ia eNp tlY +� ora nelerstlww�.ada MIM- tl ue1Xq pmnni.rot Maim nI def huilYy1M. M pan Nlf fagx�Iwu.nelers Td mn, h ul IIMJe.SIpn MO awo_Me MlTek• mamM[Moon !qI m`.T p an[wm of xvMMxYI—-.1 a..MI.menthe .1 a1-1.1aM'IMmn t tlwlxepledh LtlAM aM 1 I1,`1 wllhlyvide he.1,*.y mlpMx+nv dum. .iu.-MI uu,u we dre Yea �Bw F.,k.Ertl tome. MxMMn NwuewUddd"Tle,homl� ae—whor,, —,I.Ml ¢NMAd,,.. ed per. M.wWMP Cmpuxni some,seesseen e^Ve.FL a3tto Lee Neer arao3R.N✓iauM NA.IM, - Job Trull T.Type Oly ply Riverside Homes-Lot 135 ABCC-JB 711310959 J1103O2 COB PIGGYBACK BASE 10 1 Job Re 8.1 wait Jurn 7 15:13:g'_ 11 e I Manning Swish'Supplies. Jakeomllle.FIL D:PSIGM011ryBNOXdv9FHUlzEyeFlpJsu%B9NReBA2VNBgMTZ5,pKDgfaLOdtT(JCBaSg bOd 121E I6B-1R 80.30 RYla4 ] 3232 33031 423�a M&0 BOU 0.41a 44-04 -0O. 3Ri <it1 H14 SdB 2a6 Stab=1918 5r9 M18SHS= 5x5= 6M= 5 Be 28 Sao 31 ] BPo 12 ply_ N4.2] 2snO lz mac 3942z � t0 134 ,� t 13 d)d p � 19 to 1] Sae M10 @®C 12 4x10= 9811 Bat= 3.4= 91a MrmHs= 4.00112 wB Isaa u.].a Zl.loa %ao nx+ eaa wlx ]aoa 3r wls Pte Ousel f%YF 1103 121 Il Oso o-2-el IS ob0 o-2al na-o o-2al I 02-00-2 1116'08- 0. Al 11&'0311 P601 LOADING(psi) SPACING 2-0-0 CSI. DEFL In goc) Wefl L/tl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Ved(LLI -0.521&20 >552 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 VeQTL) 0.9&19-20 >291 150 MT20HS 10]/143 BULL D.0 ' Rep Stress mor YES WB 095 Hor2(TL) 0.09 12 We We M185HS 24M180 BCDL 00 Code FBC20141TPIZOD] Maldx-MSH Wel'M:31311, Fr=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Ellcapt' TOPCHORD Sbudurdlwmit shaNNng drecllyapplied or 6O0 no pudlm, 36:2v8 SP No.2 except all Yorkws. BOTCHORD 20 SP N0.2-Exsepr BOT CHORD NgidcalingdlmcflyallllWor4-1-14ocbrscing, Except: 1-18,174&218SPNo.10 1Row N mltlpt 6-16 WEBS Mix SP Nn2 WEBS 1Row at midpt 1-15 SLIDER Left2x4SPN0.2146 211owaatl8pis 5-16 JOINTS 1 Brace at it(s):21 WTek -..Me Stabilizers end required cross bradrg be Installed Man Russ earth In accordance with Stabllleer maelstrom 'de REACTIONS. (Iblsiza) 1=284/0.58,12=4N0.5-6,18=26705 4 Max H. 1=2]9(LC 11) Max Uplift 1-WILD 12).12=-l&gUC 21),18=11511LC 12) Max GYM,1=436(LC 21),12418(LC 22),16- 9111(LC 1) FORCES. (lb)-Mex.Camp.IMax.Ter,-All fo1ce52W Qb) alenowera tamenshmxl. TOP GROUND 18=-565854.3A-282/838.4-5=325848.56=5541583,6]=341/10]9, ]8=-50&11382.8-9-470112C8,&10=484989,1011=4 84519 BOTCHORD 1-2o-539433,19,20-57V427. 17-18=-ZIM87,6-16=-163374. 1518-16188441415=8945]5,13-14=454/406,12-13-461/432 WEBS 52o--28(b29,8-1S=-5]4/1438,1-15-9531424,8-15=3]4253,614=151/5]5, 414=203/325,10-14=-70&513,19-21=1A802,E-21=1i1i 1615=-254/173. 5-16=-19781809 NOTES 1)Unbalanced and live loads lave been conaldered for thb design. 2)Ward:ASCE 1-10;Vwl-ISo h(33econd gust)Vaed=101mph;TCDLd.2xa;BCDL-�.Opai;h=25ft;B=45ft;L--1511;save=51L Get. II;Exp O;End.,GCp1=0.18;MFRS(dradlonag and GC Exlems(2)0-2-12 to 48$Intedor( )486 to 16-9-12,Etledor(2) 16-0121032-4-13,mail)32 4-13to 31 zone;wntllever left and tight axxosed;end veNwl lad end fight exPosad;OC for members and formas 6 MFRS for reactions drown;Lumber DOL-1.60 plate grip DOL=1 BO 3)PmVIGs adequate drainage to prif water pondin . 4)Al platea ere MT20 planes unless oVlmWse Indicated. 5)This Vms hes been designed]for a 100 pat botlem chord Hite bad nomxrc nest Wm ar OMOr INeloads. 6)-This truss has been designed for alive load of 20.Opsf on Vie bodIXn chord in of areas where a redar0le 36-01x11 by266 wide will 8t between the Whom chord and an,romw rmembers,Wth BCDL=10.0psi. ])Bearing stjoint(s)12 comidsm parallel to grain value using ANSI?PI l afgle to grain formula. BuilMng designer should veiny tapadry of bemm'sudata. 8)Provide mechanlcal connedlon((by others)of has to beating plate capable of wlthommigrg 56 lb uplift at John 1,153 lb uplift atalnl 12 and 1151 Ib upIM W brim 16. Q wgpMNa.LMWauernpewmrw.aMAFAa NOxEe QY 116i.WO NCLIIpEOYIEx aElEMNCE IIOENF77 m'.IaOYAIEIWNEYes. C Jy,Wp bruaeNYrMm rN1t#4acmrecbrs.Rada4{Takv¢�oNYaVx,Wwaelmpwwrt WJ IilorMgM3N MrM.g cmgorwnl.rot nwaYslae Belwn,se.ma dNd•9 daMTwr m�5l vemylMa{CMettllNold.lP,Wrmnl�Ixld Prcn^nrMKµWrom nxtlargn hm Me ovarM • . bJaegtlzs'pn.4¢HdIMkalMYlo Mevcald�cabgolaMhAd lmawab uxl/acl✓xOmankenwey.Mc9lMMlamppgygq permarenlpooYp tdworira}Aetl r«IMnvwJbPevenlmMq Mm WWxa peiwdY4xy agpWc✓1Y Wade.4w 9ern,tlg a P4IrV Pre mnsi ItFL e.10Ma. ay.lY lrypnlyan 61yp Lpri Lrp 1pb LtiLL�i1]IeN.lee 3nae1.4miIb 3l R.NpydyM,�V��C41xM.asH9aM BC9&i]p CmpwYnl ia,rye, ltllo Job Truss Trove Type Ory Ply Riverside HoeWe-Lot135ABOC JB T113ID050 J170302 C07 Piggybedc Bene 1 1 Jab Relererce(opt...1 Mennln90uiltllr95WNies, Jaksmvilk,FL 0.1IDaAprf320+]tWTe Bl 5tbies,Ir014Z Jun ]15:13:o02oi] PeAet ID:PcrGMOTryxeNOIMv32.s EyeC-0'36,430J81m2g4Z11X64reWWkUmO1k%rOCldrea6l 880 12.14 16&12 2240 2i,el 3232 3680 HSB 8d0 4d-04 N14 S66 Sad 4414 bdJd ]-tOe .W M7 &5= a4= 5x6 5 27 23 6 2B 30 ] 900 12 1SW II last 11 4 e 4.00 12 SYS% e Ad, d &4% 3 2 0 1 � 10 q 11 a 17 toas 33 1s N 3 +d 3] +3 I12 mss= + are 11 an II +sxd n 4rm= 4xm= sYa u 640 1a4-+4 1e-1O12 2s P4 3232 369-U eL0 4b14 6s+4 6+Pa 6st4 4414 Plate OO fX YF 11 P212 DO5115030 P2-01 T]'O3OP2-0111'O4404511IC o-341115'05-00331 LOAUINO(Pal) SPACING 2-0-0 CSI. DEF. n (los) Vdefl Ud —[—PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO OVeri -0.101516 x899 240 MT20 244/190 TCDL ].0 Lumber DOL 1.25 RC 0.54 Verdi -0.211516 4998 180 BCU- 0.0 - Rep Shares Ini YES WB 0.94 Hor3(TL) 0.04 14 We Na WdghL 278 Up FT=20% BCDL 10 Code FBC2014HPI200] Meidx-MSH LUMBER- BRACING- TOP RACING TOP CHORD 2e4 SP No.2 TOP CHORD SimdurN wmtl sherathrg dredly appliedor&]-9ac pudlm. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling drec6y appiled or tr O oc bracing. WEBS 2x4 SP N0.2 WEBS T-Breve: 2x4 SP No.2-596,5-15.614,]-14 OTHERS 2x4 SP Ni Fasten(2X) T and I braces to rerrow edge of web wbM 1 W SLIDER Leh 2x4 SP Nat 2-0-0,Right 2x4 SP No 22-PO (d 131'x3")palls,BM o.a,wtm Sin minlmum end datance. Brace must ewer 90%of web Tani MITek avommeMs that Stabilizers and required cross bredrM be installed during noes erectlon,in aUord9rlCe wIIM1 Sradlizer Installation tl REACTIONS. Opal.) 1=nWd-S&,t1A]0P3-0,td=201Bq5-e Max Hort 1=260(LC 11) Mar UPM 1-29%LG 12),11=-196(LC 12),14-(89(LC 12) Mex G.1=003(.0 21),1132 (LG 22),14_=2144(LC 17) FORCES. (lb)-Max.Comp/Max Ten.-All paras 250 gb)or less except when shorn. TOP CHORD 1-3=444&692,P4=-930504,4-5=-959/695,5-8=-230338,6]=0/503,7 0=-260/411, &9=-28o23B,9-11=-MW9] BOT CHORD 1-1]=-581/146],1&1]-562/1482,1516-9]/410,1415- 20163,13-14=42&219, 12-13=208'8.59,1142=28]/66] WEBS 316=8181450,4-06=Je11306,5-16=-54411010,5-15=418259,6-15-223913, 614=-1211/4]9,]-14=-921/3]8,]-13-4]4/835,8-13-3]4/29],913-6243]3, 9,12=-526] NOTES 1)Wind: SC roof live Mablehave beanconsidaretl for Oils design. 2)Wind:ASCE]-1 P,VWt=18;M RS(d0rle gust)Vnd C C1 xt in TODL=1.2FoC BO�5.7, hart sl; -5 W.7t B�Sfl;2,Exte eave3fl;Cat. p;E,-2End.,GOpi332MWFRSore:pardlicinfift antl0-and right e)0sed;and Idetler(ad-rigta18-9-12, Cfor emery b32-3-2 Intedogl)Sforrto3600zone;aandeverO1 anddgMegripD antl veltical lett and right exlxaeQGCfor membe+s and forces 8 MW FRS Iw retoims nowt;Lumber DOL=1 BD plate gap DOL=1.60 3)Provide Mass,adequate has be n cl ae9e to prevent water p ttom c. 4)Tillssnoh beendedgnetlfor a 10.0"1bottom20chola Ida loadrnd riard in a Mrearty ass, reve lands. 5)=This tmss has beendesignedcan lora Ilve lose r mem pst an,vMa INlbom dwrd in all areas wfierea recmngle 38-0 tell by 2-0-0wide Will l0 between the l corn chord aril aey other members,passing BbOL=10Dpst. 6)Provide mechanical connedldn 1(by4,omen)of tmae to beedrp Dlale capsde of wlldsterrtling 29916 uplift N)ant 1,1961b upli0 at )olnt 11 A 689 In l or at stent 14. ])Weming'.Additional pepnarent antl stadliry bredn9 for Kusa system(not pert of this component design)Is always requlretl. Q W...fees4YYpnpwwntl�YwMPEAP Narfb ON IMa Aad I.mon.Plano es.I..EdWI.es.IOPYNISIE£aI1EY8E ce43n open'. son,'^ab rtlleMe cnnrecWn.RY usenn a Patti dWWxr ou—tem so—aur 6 for m unroo A hares cw�ywwnr.rot 111.Mlcm fiekxaree.me unions,deCdWrr,mW von",.. HGxWlh "tilers ad of doeon "tilepi onyMicarraru.Me. Mo me ovate Tek' bJaigdedpa.sal"W IruecNed6b Pevea tvctllMo+iuTMaa"1 MmvlelYaulhx cMdmembengYy. PdalbM remWaryoa po nort— haway,egYedbal2YNaMbpwW�icdl[pe Ml,Wvde Pwyyy4exyugpclalyam�e.(w 9ar¢ra PAbraer%aar6 Mr 4BaYv.,ke EW belt kyq�n M1om l�A�ae MM:rzI68 N.L�m t9Ib JrzWN aexwul/Mr.GW)OXMa.teLa9aM BCAMW'JnYComewr4 T.nrw.tt s3a+0 Job Tru6 Tmse Type Of Ply Riverside Homes-LWIMABGC-JB T11310x80 IJ170302 COB SIMPLE Gable l Gable COMMON 1 1 ,M RW (optional _WZOZ Msonilp busing Shpts, Jekaomille,FL IOPNoddAgpr13209 WT Intl b : srGMOTN6Nalidv9FHU1xEyeC-0O'fIMOm.. ..wiIDE� Jun 715:13:02017 Pa eege I 060 13b4 18-1&12 22d-0 25bd 31942 38-810 4488 860- s8J sob 5S4 334 11' 5Ba 7-104 TOP CHORD MUST BE BRACED BY ENIJ JACKS, Scall. U000 ROOFDIAPMRAOM.OR PROPERLY CONNECTED PURLIN3 AS SPECIFIED. Bass sua 11 2,4 II 12 14 16 48 s 1951 22 24 y4 II Soo 12 11 28 2nd 34 II 6 34 II 18 6a 2H II 664 6 SO 8611 Q 4m 12 s6= g a 3x40 a and is 18 31 33 2 4 32 s2 3c4 I � 1 ow e 39 38 37 38 _ ass If 36 II Si59 5x8 g4 8-60 161042 2694 Si e4-6'8 080 — 1 6-168 101012 Pla O85els(XYI- 1192 2 511120.22 Etlpe111lsol-o 01 .—nuts Q2-131 f 'Ed 60. 11 )'U6003 Lf3804-063-01 LOADING(psg BPACINO- 2-0-0 Cu. DEFL. in Lim) if LM PLATES GRIP TOLL 2DO Plate Glp DOL 125 TC 0.59 Ven(LL) -0.263&39 999 240 MTM ZPV19O TGDL 7.0 LWnbW DOL 1.25 BC 0.71 Ved(TL) -0.683039 1456 180 BOLL 0.0 ' Rep Shwa Iter YES WB D92 HorzITL) 0.04 37 we Na BCDL 100 Code FBC20141TP12007 Maki%-M$H Weight:338n FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2'Exoept' TOPCHORD Saucaunal woo!sheathing directly applied or 38-8 ori patens. 4-12,2632:2x6 SP No.2 BOTCHORD Rigid ce1111g WreWly applied or 641000 bracing. BOTCHORD 9W SP No.1D-EuspP JOINTS iBrace at Jda:18,5,9,10,13,17,23,25,27,31 31 2x4 SP Ni MITek recommends that SIabllUers antl required nose baring WEBS 214 SP Nc12 be installed du0ng/mss erection,In eccordenoe wIM SbWllxer SLIDER Left 2x4 SP No.2 2-0-0,Flight 2x4 SP No.2 24)-0 installatim guide, REACTIONS. gblsize) 1=803Q38,35=484N3-0,3]=2009/0-53 Max Horz 1=260(LG 11) Max Uplift 1=-335(LG 12),35-201(LG 12).3]—844(LC 12) MexGmv 1=8201LC 21),35,539(LC 22),3]=2009(LC 1) FORCES. (Ib)-Mex.CompMtex.Ten-AN lorces 250 gD)a less except porter shown. TOP CHORD 1-3=158]-14,3&35=-]531101,3d=-1140/175,d-5=-118 018 5 9,5-)=1486'858, ]-8=893538,41-BB3153B,10.13=-883538,13-1589&538,151]=89]1540, 2] 2=89]1511 1 8-2--3 01/11 3 2,20-21=--7 611 32, 31-3=-761 38,2325=34311136, 2S2]=363/1136,2]-29=36W1136,28-31=J61/501,31-32=]611501,32-33=-]10/418 BOTCHORD 13-Ea8/1493,38-39=-JB41591,3]-38=2]9'82,353]=418209,353--2911)13 WEBS 338=-44/302,8-9-28.4233,2]-28=2]322],]3--]89/530,1530=-3241122, 21-37=3551138.2&31=1364813,2 M-1881 11538=3 1289.18-37=442916]2 NOTES 1)Unbalanced mof live loads have been considered for bass deeiOl. 2)Was:ASCE 7-ID;VdgFH SOonph(3 second gust VMd=101mph;TCD1,4.2ps1;SCOL=3.0pi Ir25ft;8=4511;L=45tt;a us,dfl;CW. 11;EV Q End..GCp=0.18;MWFRS(O1mcllome)and G-O Exteriorly)O-M to 4-5-7,Inarror(1)6557 to 1]-11-1.Extedor(1)17-11-1 l0 224 8,Inleror(1)a-0-O l0 446E zone;Coriander lett and right exposed;and verifcal left and right exmsed;GG for members and fomes 3 Ml FRB for machines sllowi;Wmber DOIa1.60 plate grip DOLL-1.6f) 3)Tmss designed for wind loads In the plane of the Russ only. For studs ArWaW to wmtl(normal to the face),sce Standard Industry Gable EM Details as applicable,or consult qualified leading designer as per ANS[?PI 1. 4)Provide a oy,fam drainage to prevent water potshot. 5)All plates are 1.5x4 W20 unless otherwise Indicated. e)Gable Studs spaced at 2-0.O oc. ])This buss hoe been designed for a 10.0 psi bottom Wmrtl live load nwconcunent whin any other live loads. 8)"This truss hes been designed for a live load of 200psf on the bollom dots In ell areas where a rectangle 3E-0ta11 by 2-0-0wide well fit between the bottom chord and any other members. 9)Provide mechanechl connection(by othem)of truss to beaMg plate capable of withstanding ME to uplift at joint 1.201 10 uplift at Lure 35 and 844 b uplift at joint 37. 10)GmpNCal punin represen Wlon does not dept the size or the orientation of the puffin along the lop andbr bottom chord. AWIawayHE plwmermvW aEAO NOxES IXI11i INa WC1UOEe NIExaEFEa4XCf YAaEAM1)4A,w'.IaaVAr69FFOPE USE YanMINO.vtlpfa¢e aYYwIT MIlek9 cmp+daS.INxtlesgrra Ba dor1YR✓^ Wamelers6mwn.mtlklamYgM,hul MMMgcdMornnl.rpl armryAem setae ue Ito axdlptleANwrmusi wtliv lM gxawdlWOl desMn P�utelenad cWlvecargrMa he"ne nnia meovaal MITek' 6walgdedm-waoneitdrWanKmwe�em nromt9ol brdrvha.x mmwm m11w erordmamoenory I.adeeotarc Hist,and Parmarembraaha atlwal41-aAdlw slSra,ors''to 1eva0 n",Mn pens. �e'r-nllryry mA gcuerry coe.fw 8enerol..ressarLp Rre epp4 yyp Er Blvd. dakolMrt Mwwe tltlNery banns, JM¢hV or buses and mm wd—faMNL/IXI Queen edlrY 0ll and actor HM9 CarpwNM 1 Suiawrow.avytlaehomone nab himal 218NLeu sbees sura]I'1,NexpNM. P4314._ -_ Tempo.Fl 3M10 Job Truss Tme TwoOtY Ply Fremitla Hanes-Loi IMMOG-JB 11310081 J170302 Cog Hip 1 1 ab R Ph ) Manning Bolding Suppers, -Nes—l11e,FL Wlf HUlzEy3 aM lEBsaes.I 0;,4 Junyf5.13.1 hARJS mi IO:PsrGM011,1xeNOIhN9FHU1zEyeGYaZMAV EBOgeEIApeO?4ptlPGAx%Nb3]zXMRJSSBeec 4]-12 903Y2d-0 2900 3F60 4?04 Idbe 4]-12 4434680 880 960 664 <dd 46-L Som 1:]5.] 4W V2 SA 56= 3N= y5_ <4= < zs 5 z] 6 ze ]zg x e c b 9 _ f4d% 3 31 10 � a 2 Rd +1 n d + In d 14 13 12 3x811 ads 66= by= = ares it 980 161012 2544 358-0 Q68 900 9+Oiz b+o9 91o1z 6+08 Pbi Oft (%Y) 10.38Etlgel 102808 111'0.58 Etlw1113'(X-00-34111403 34 LOADING(psf) SPACR4G 24 CSI. DEFL In 0.) Well w PUTFS GRIP TCLL 20.0 Plate Grip DOL 1.25 TC DIG Veri(LL) -0.201415 x999 240 Mr20 2"190 TCOL 7.0 Lunber DOL 1.25 Sc LUD Ven(TL) -0.53 14-15 x584 180 '.LL 0.0 ' Rep Stress Inmr YES WB 0.64 Hoa(TL) 0.04 13 are We BCDL 10.0 Cafe FBG2014?PI200] MNdx-MSH Well 2121b Fi=20% LUMBER- BRACING - TOPCHORD 9W SP No.2 TOPCHORD Struduml vidod sheathing directly applied or 2-20W putlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling dreGly applied or 2-2-0 be brachy. WEBS 2x4 SP No.2 Mi modnme As that Stablleare and requlted cross Mating SLIDER le%2x4 SP 1,102 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during Imes erection.In accordance with Stabigat r modflabonoulde. REACTIONS. 0M§Ize) 1=785/0.58,11�1351U30,132098N58 Max Hors 1=53(LC 11) Max Uplift 1=-2]tl(LC 12).11=-149(LC 12),13=]88(LC 12) Max Grev 1=]Bt(LC 21),11�82(LC 22),13-2096(LC 1) FORCES. (b)-Mex.Comp.Mlax.Ten.-All Cortes 250(lb)orless except elven shown. TOP CHORD 1-S=-152870,34=-132]39],45=-12401606,s8=-458/1]4,6-7-6M1404, ] 897211,8-9=d6W169,9-11—]40402 BOT CHORD 1-15=888/1412,14-15=-337/9(r0,1314=-344nn,12-13—ruel .11-t Z=-33]388 WEBS 5-15=-147/36,5-14=754/488,614=4118006,&13=14977136,]-13=-1197/66], 7-12-45411030,9-12-317Y19] NOTES- 1) OTES1)Unbalanced mot live loos have been meldern for los deign. 2)Win:ASCE 7-10;VWt=130mph(3-econd gust)Vasd=101mph;TCDL—l.2pd;BCDL�BpsO 82511;5=d5f1;L=451t;eeive-3fl;Gat. II;Eo¢G;End..GC,A�A 8;MW FRS(dlradmari)and C Egenor(2)0.00 to 4-58,Intedot(l)4-S310 460,Edmor(2)9-0 0 to 41-11 9,Interior(+)41-11-9 to ME-II was;cantilever left and dghl exposed!;end va rmig left and right exposed;C-C for manifests and Cartes 8 MFRS for n adlons sheen;Lumber DOL=1.60 plate grip DOL=1.60 3)Provlde adequate drainage to prevent water ponbg. 4)Thea truss has of deigned la a 10.0 Psi boXan chord live bad tonc4rounenl MN any other live loan. 5)-The buss has,been designed tar a live load at 20."on th Wit.Gwen in all areas M.a redangls 360 tall by 2-00 wide M11 fit beMBen the Lmddn chord an any Mher members. e)Provide meRunical wmedlon(by others)of turas to beating plate codeine of wfthstanOg 270 lb uplift W joint 1,149 to uplift at joint 11 and 766 lb uplift at joint 13. V wose"i VwYytlNDn Dvan�IwxwpeEle NalEa p111®YIaWGLINEe Ylax 6VG4LfL P1aEMF11Am.l4aYNr6B60MVDE. nesyn WM I��,rseewY Win aMleettnreclm Rk<1aIT hN[l aaY up�n�urelers4ww>•gxlh(wmxMNCGn1 hltA4<pnR wnL Ipl 1nvsYsletrt eefaa,[n.IM MMdIq�wln¢mevalN X,e4Ck2411YWdeDT pyunelanaNaax�lY Ytcmlvnale Mtrla4TbnolMovmtll M ek' hu�'�dWvt Bay'+relrcxerneehwwaBaa+awxnaa.ernaa aisaweomerot�raamaml>en env.oeaaota+a.,wtwmal>�Ba�wmaarae aW/uY•IeP4Btlbeae411yagbPavenlcW�MIhF�Hanamtn]YlxY ad aopsdV6�nW bt9aad PadaKe�ed�49tiw mW a.M1e Fri eN4. 9dwY Yi6aewxatoveauJWNGen iirflaRpnMe.RiGBN.I�IeeLe�aR.¢eYl9�IVCw/NnCalwlo.05Bd9aM aCLMIpCwnWtxnt Tercet.FL]3510 Job Truss T1ussType Ory Ply Rrvereide lana-Lot 135 ABGC-JB 711310082 J170M 018 ROM SHW:,W 1 1 b Ref Mann,Herbert,filnRWe, Jaksorerlle,FL 8110 Apr l3 )MT kl tl ID:Pa1GMOTNx6N01MWFHUI]EyaC-Uzg]9bfRyHOKUUxW%O]HpIMo11z3HeG_gw0%szeeee M 4]42 P60 11-00 1835 25414 3158 3]-a0 6-0 4]-02 1.44 260 YYS ]9-8 8411 62] 8168 stale=l]B] aao HT sx12= 1s,q ll ms= f.s.4 11 5"e= 15W X 4 5 Za a z] ]za 8 28 8 3] 3W a 3W s 3 m 2 '6 n to 1s a to Iz 6811 SN= 3xy= at0= 56= .10= 15x411 as 11 54-12 t1-l)0 1835 250-t4 3t-Se 31.84 u8'8 5]-02 SH ]35 ]-1- 8-611 6S] 610-0 Plate 011aMs n I 0-x1260. 19 P5 OS-8111161-00-0511 '0-2-863<I15'03- 301 LOADING 04 6PACING- 2-00 081. DEFL. In (rod 5" IMFWeW: PlATE6 GRIP TOLL 20.0 Fl GIip DOL 1.25 TG 0.85 V.rd-L) -0.12 IB x999 240si 24,190 TCDL ].0 Lumber OOL 1.25 BG 0.87 Ved(LLI -0.311518 >9]9 180 BOLL 0.0 ' Rep SVesalna VES WB 0.87 Horz(TL) 0.03 14 Na Na BCDL 10 Co0c FBC2014RPI200] Metrix-MSH 21616 FT=20% LUNBER- BRACING- TOPCHORD Zol SP No.2 TOPCHORD Struclual sand shealNrg dreary applle0 or 41-3 ec WHIM. BOT CHORD 2x l SP No.2 BOT CHORD Rigltl coling drecey applied or4-11-13 oc bracing. WEBS 2x4 SP 40.2 MTek recornmenU Thal Stabilizers=11,7= M required clues btidng SLIDER Left 2el SP 12-04,Riot 2x4 SP Pili 200 be instilled during truss erection,In accumance Who StaNllEer I IMI tl Ice REACTIONS. gla3lxa) 1=>92/0-58,11d12V-3-0,14=1992A}]-12 Max Horx 1=53(1.0 11) Max Uplift 1=-288(L012),11-188(1.012),14-M9(LC 12) Mss Give 1=71120C 1),11630(LC 22),14=1992(LC 1) FORCES. (Ib)-fiA.Comp.Mtix Ten.-All fomes 250(Ib)m less except W Wn shown. TOPCHORD i-3=95]M54,31=-t489n3].4-5=1 72]/88558=88,488,6]=8841468, 1,16-1 BOTCHORD 12-1=--64451,18-1]=509/1213,1618=8884593.1415=-122fV538,13-14=12481545, 12-13=3=10,8,11-12=z]W46 WEBS 4T]=-13&310,418=350n6B,Ste=-5131331,595=-7581324,615=-6181285 ]-15=-9851285,]-10.-18401861,]-13=6564584,a-13=33&229,41 -554Y234, 412=0.265 NOTE& 1)UMalarlced roal live loads have been considered for Nis design. 2)Wind ASCE 7-10;VOW 30MPh(,second gust)Va rd-I01mph;TCDL6.2psf;BCDIr .Opsf;fl=25V;B=4511;1-458;eave6q Cit. 11;Ely G;Enc.,OGp1=0.18;MW FRS(directional)and C-C Exrenor(2)060 to 4613,Inledm(1)4-61310 9-di Enletlor(2)9-0 0 to 1160,INe ior(1)3]-8-010 4448 zone;cantilever left exi right expo ed;and visi left and right exposadi for members am forces 8 MFRS for reactions shover;Humber DOL=1.60 plate grip DOL-1,60 3)Provide adert drainage to pravani water WMlrlg. 4)This Voss has been declgr ed for a 10.0 paf WMxU chord live bad noncorlwnenl with aM other live loads. 5)-This lmsa has been designed for a live load M 20 OW on the Whish chord In o1 areas whose a rectangle 340 tall by 20.0 Woe WII fit bebvsen Ne thai chord and airy other membere. 6)provide mechanical connection(by otlrers)M Imes to bcadng plate casters of Wtlatanding 2881E Uplift at join t,18816 U,,M at joint I I and]091b Uplift at Joni 14, Q WA6NNe V�16 4W9n[�'nMrre n4 aEAO N01E9 OV 1165 ANOWCt UOE0Y1Ex aEff MMCE PIaEYF]q]m.I40.Ylala aFFWEY3E ppyrn Wpq ueoNY'Mln releMcmreclors.Rhdael{n 6lwaed weyurcn p�mrelers 9wwiaa It dorm Mhk1 1 WMYq ecnpnml MI IrrmMdem.Beknerw.IM lvlkMq tlepM✓x mrW vmrNMeMM=tdrnoldaJa,NrmwlaRa YpcMOYMicuWrore RC WYgi nio Mearertlr tek YaeyutlEwlygaxprenpnaetlemtlMavtilatle lmelbt�mpeRvaabnlFcicMLryO]5ew111h W.LeEeLSTew�.J9Jk.ki12xYm>lpcIXrrYd�aINe.Fn wgarrNrwpr� �ice�ara2araCwpm�nala�w MW . aNO shery T. qIL .10 . Job Trim Tmaa Type iCry BY Riverside homes-Lot 135 AMC-JB T11310063 Jt]IX102 ell Raoi Special Girtler '..1 1 Job RefererMeo lost Mandrg Building Supplies, JeN60rMlle,FL _ B.tIDCApr 19201]MiTak industria,Inc. Wed Jun ]15:13:15201] Pagel ID Mr MOThjx6NolWgFHUlzEye RMo12GHIUN2Mn InFDdS4JMVZS_P%Ulassn' 44-02 860 13-00 1835 23-0Ad 2a-95 3d-1-13 3990 4488 4-0-02 464 600 Sas 5-49 SbJ N-0 S63 4108 SaN•1]0] 400 12 'o' NAILED NAILEONPILEONAILEDWIILED 1141LEDN5ILED 5p6my 4 5x12= I W4 II NAILED 5x12= Sw'= "LED '.MB= NAILED SAS 3W 1 3 5 6 28 30 ] 31 32 33 834 3536 3]8 3e 3B 10 �5 Sl 11R halt W 10 10 17 40 41 t6 42 a3 1544 4 4014 42 4e 13 as So II 1 SW It 36= LSel II ®p= NAILED 34 1 5xto= NAMED 15x4 11 NAILED 3W- dx] g NIJLEO NPILEONNLEDNAILED NAILEDN4ILED ll t�lm b712 .0 1100 1835 23L14 ffi45 341.13 3980 44b0 bJ-12 444 400 58'5 5-19 Sb] N] 583 4108 Plate 0fteL4s y 1:02-120-0b &02- 034 12'.O- 41M-5 1503-803-4 LORDING(pal) 3-14 240 CSI. Di In (lop) Vdan Did PUTES GRIP TM Plate Glp DOL 125 TC 0.90 Wall(LL) 0.181316 >888 240 MT20 241/190 TCDL TO Lumber DOL 1.25 Be 0.80Ved(LL) -0.381311 >868180 BCLL 0.0 Rep Blame hlcr NO WB OSB HUR(TL) 0.06 12 Na pre Weight 21810 FT=20% MDL 10.0 CoA FBC20MUTP12007 IAIAMEMSH - LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing direolyapplletl or 2-5-1 dopudins. 10-12:2x4SPNo.1D BOT CHORD Ridd celling chrelly applied!or 3-5-13 oo braving. BOT CHORD 2x1 SP No.2'Exoepf MITek recommends that Stabilizers and mopped rules bracbg 12-1&2x4 SP NOAD be inslalpG Wring truss erecgd0,In aaorclance w1M S1 Ar-1 WEBS 2x4 SP Ni Installation Guide SLIDER Left 2x4 SP NOP 2-0-0,Right 2x4 SP No.22-0e REACTIONS. plardee) 1 40/06-8,12=t 123103-O,t8=2690N-]-12 Max Hi 1=53(LC J) Max Uplift 1=291(LC 32),12=496(LG 8),t8r:,1323(LC B) Mex Gmv 1=856(LG 211.12=1198(LC 16),1fi=289D(1.G 1) FORCES. (IL)-Max Comph4ax Ten.-M homes 250(10)or lase except wfien shown. TOP CHORD 1-3=-1261 59 4,3d=10D1/533,d-5=-100J/535,5 -0311510,S]=031/510, J-2-1513511,,1917/1155. 9 10635/ 9-to-222N10 So 35S. 2-23J&1083 BOT CHORD 1-22-51]/1155,19-5-16—]/1155W.11 ]19J1358,1]-.13-1]113fi6, 18-1]=2293/1012,15-18=229&1042,ib15=11852613,13-ta=-116N'te13, 12-13-91= WEBS 118= 19=-19&41s,5-19=-09913511,5-1]=138&42B,e-1]=341Y118, ]-1]=-101113 ,7-16-258N1264,]-15-1481 515=42B2J6,915=-1y27905, 9-14--18/359,913=121/194,1013_-4&421 NOTES- 1) OTES1)Unnothaved of live loads have been mnsltlerec for pts design. 2)Wind ASCE 7-10;VMt=13Dlnph is mai god)Vasd=101mi TCDL=4.2Te1;BGDL�Dfts1;Ik2511;3�51t:1-151 eave=5ft;Cat. 11;Exp C;End..Gi8:MW FRS(directional);cantilever left and light expceetl;end vadical left and light exposed;Lumber 001-=1.Bo plata grip DOL-1,60 3)Provide acequale drainage to prevent water ponding. 4)The truss has been designed for a 100 put whom Chord live Iced whooncuoao with any other live loads. 5)'This nu is has been designed for a live load of 20.opsl on the bottom Chord In all areas where a rectangle 3-6-D tall by 2-0-0 Woe add fit between ma Whom Chord arM any ower members. 6)Provide mechanical Cgxledion(by others)of how to beading plane Cepode of withstanding 291 Ih uplift at plot 1,49810 Uplift at joint 12 and 1323 to uplift at joint 16. ])'NAILED'I"oetee 3-10tl(0.i18-x&-)or 3-12d IDA 40N3.25')penells per NDS guldllnes. 8)Hangers)or other connection devtce(s)shell be provided SWICian1 to suppod conceMra ed load(s)3%p down and 375 to up at 393D on top chord,and,1 h to down and 64 to up at 39-52 on London cllord. The CesigNs&elton of such connedlon devices)Is the responelbil ry of others. 9)In ft LOAD CASE(S)sec8on,loetls applied to the face of the truss are noted ser front(F)or back(B). LOAD CA6E(S) Standard tleANae---swealwan nxaM1nm4aFla NJ]E90a iM6 Mia NCt1/aFOdmaN PEFEadNCEV16E lY14Am.reffiNI6 6EFOaEYBE DLP,wUUH.Unfitly Win i ma H pore rr".. .W1a1a aiMNMa1 smovishi a nl.rot film Mlem Oelwe ve.IM Wd'rW entosuod' RxlMtdrlllyof�lnsbn Mtmere—S P,ryxrlYMwlxxole Xi�{lehb ll¢ov9dl wek' blbgdedN� avJrp McaleOkb PevmidwWFg M a=xl MmwehtN/ucMtlmdual eNY. dedgw granpaay[rvJ tummenrWulnp htlwMre4kedMNNlNadbpevanicdkOre wIILPWNa pawrM lMaY agpW6YlY dem�4a. `psgrwid Wda III= ac 66W VeM EW 6Mtl. ltlakalkn fikxa3e.datvery.erecnmagtlacepol nU¢eimd Mm Mwaw weANA/INI QxIId CMMa.M6d9 anBeCR NR9gComper,ee ierNe.FL 3Y10 ]pNylrlmMbn mJd#elran loon PaletMMe.Rte N.tae STeeL 9/Ie 312.PMaaNiI1 VA2231 _ -- _ - _. Job Tm Is T.TYPO Ory PN Rrvelsade Homes-Lot 135 ABCC-JB 711310033 JII0302 C11 Root Spe,ral Girder 1 1 J4bcRM ( II Madam eeildim--want. Jexsomnlle.FL B.T1a6xPn a W 5 ape ID:PSIGMOTbIxBNOIMueFHUlrFyeGRMMZGHIUN2anTvpelaFOdSZyJJUM2S_PXbaaBeeY LORD CASE(S) Standard 1)Dead+Roof Lave(balanced):Wmber Inorease=1.25,Fele Increase--1.25 Uni .Lord.(pIl) Vert 14=54,a5=-54,510=-56,10-12=-54,21-25r-20 Concentrated L.&(Ib) VO4:1P243(B)7=54(8)13-101(B)28—M(B)30=-M(B)32-84(8)33=86(B)34=-M(B)35=-86(B)37 %(B)3a=-81(B)39=E4(B)40=M(B)41=M(B) 42=-00(8)43-40(B)44=40(B)45 rO(B)45= (B)4)=40(8)48=-00(8)49=-58(B) Aw4M•NO.V�xxtleelpnpvemel/w sX adoNOiE9 eN 1M4 M'U NLLIMeo Y1[x wNENNLE-OE Mahn n..le93'Nrse90NE t" u la uw on,vxmLAle4®ccnwcl—MSIXWt�krrnM ulYUF nrxeulrtlenWwv uNk(w mpvMVWI MldgcmeL+wnl.wl riwm.Belore aw lM lalMro tleSMl�el m�sl.eGry ll..wwe nmraaeWri r>awaelea M.l FecelNYKoiwlale nmr.�Iwlmo npoW.ai MITOW owe ae>I�. wacYq Mlcaledk mFevenl MicMGq MIMMMxI naswebo,ale�a..amemters mlr.Awwe remWlw�ncem�eM MW�ro k Way6 iegJleOMSIMXyaxlloLreveMeaX�a WM W�epamlM YlN1'wJpgalV[bn N' lul WlwedPWmee,egaOiq Xw BWIPeM1e Em BMG. vlkrtw0l de,delktlry,eleclbn m'lM¢ig o 9MNyllxanwXGn avdMeYan4�Flale MiXMe.2naN.—tAlw�l—312 mNaYWMV1Y1a 0VA1111Q1IIMIe.09_Xd90MBCA Miiq CmpOnxe Tanpa.Fl 33610 _._ T� T.Type Oy Fly Rrve�side Homes-Lott%ABCC-JB 711310064 J1 DOt HIP G,a I 1 Job Refs..(991"Ofted) nOIp61 dAWFH1zE]yMFMemnp burning SWpkeIO:PsrGMtluee 0. YHOGgfM1tl910xBX 900 130A 18D0 SDO b0a �p 500 S DO Sere—I 0D Se-W "LED SpeL.ia add F1z 4s,7= ON= 11HI II NAILED d]_ 3 18 A 4 21 22 5 M% das 2 Y 1 Id n 23 10 24 8 8 26 NAILED .gyp= N41LED 1SM I 1Se4 II pi II hi II NgiLEp WJLED +`beryl 3Pxiel NAILED 540 pD0 13 On 1640 Spp 4.Do 4UL 540 Plate Ottses - 1:0.38E a 3:D5A 0-2A 5.034 D2A :030 e LOADING�O SPACING 200 Cid. DEFL in 0.) Aided W PLATES GRIP TCLL 20.0 Plebe Grp DOL 1.25 TO 0.]8 Ven(LL) 0.1] 99 >999 240 M120 244/190 TCDL ].D Lumber DOL 1.25 BC am Ved(rL) -0.32 9-10 >082 193 BOLL 0.0 ' Rep St.mu NO WB 0.18 I-Misn) am ] Na bre Weight Wlb FT=20% BODL 100 Cad FBC2014Ra PI20O7 Mtic-MSH LUMBER- BRACING- TOPCHORD N4 SP NOAD-EhMvPP TOPCHORD Simclund Wood sheathing drecty epPlled or 2-9-9 oc pudles. 35:2x4SP No.2 BOT CHORD Right calling directly applied or648 co bracing. BOT CHORD 2x4 SP NOAD "Tek leccho mihoe that Stab111]ers and reguhed cross brecing WEBS 2x4 SP Na.2 be InslNled during Imes erection,In accordance Wim Staalimr SLIDER Lilt 20 SP NO.2 200,Right PN4 SP 1,1012OO 1 listalludon holds. REACTIONS. (Ibkl2e) 1=1251165-8,7=1251N5-8 Max Horz 1=251LC]) Marr Upllll 1=5se(LC 8),]=568(LC 8) FORCES. (Ib)-a ex.Comp.IT.lax Ten.-All Mlles 250(M)arises except wharh shown. TOPCHORD 11-258&1259,3A=-313Mf520,4-5 3134/152,S]=286811259 BOT CHORD 1-10=-114824]3,9-10=11462483,99=11382483,]8=-114129]3 WEBS 310=b271,39=,n9W.4-9=45VJ04,53firU85,5-8#71 NOTES 1)Unbalanced root live leader have been wreiaered for m'a design. 2)Wild:ASCE]-10;Vult=Bumph IS...itgist)Vasd=l of mph;TCDL-f.2ps1;BCDL= Dlvel;h=25m 871511;1.23ft;save=4n;Cal. Il;Exp C;Emr,GCA18;MFRS(directional);cantilever left and right exposed;and veroczl left and IgM exposed;Lumber DOL=1.80 plate gm,DOL=1.80 3)Pmvlda Obvous,Damage to prevent Water polling. 4)ThIs mss has been designed for a 10.0 pet honom choN live load nonlmcunent With any other live(Made. 5)'This Wes has been designed for a live load of 20.0pst on the bonen Wood In 41 areas where a reclalgla 36 tall by 0O wide Will fit befwsen the boftom chord and ar9'other, members. 6)Provide machrounal connection(by others)of truss,to bearing plate capable of wfihstandimg 55616 uplift at Joint 1 and 56816 uplift at Joint i. ])'NAILED'bMlcxtes 31 ON(0.140'x3')or 312E(0.148'x3.25')we-nals per NDS guidllnes. 8)Hangars)or Omer connection device(s)abet be providetl sufficient to support concentrated!load(s)325 to down and 371 Ib up at 5-0O,all 3251b doom and Sit lb up at 1300 an IOP chord,and 11415 down and 57 ID W at 5-2 2,and 114 to dohm and 57 to up W 12-9-2 on WHOM chord The dmlgNaelectlon of such connection covlce(s)is the responslb111y of omets. 9)In me LOAD CASE(S)seed.,ba&applied to the lace o1 me Wes are noted as loom(F)of back(B). LOAD CA9E(S) Standard 1)Dead♦Root Live(tiaanced):Lumber Increase=1.25,Plate ImMase=1.25 UnNotm Loads(pit) Ven:1.3=-54.3-5=54,5-7=54,11-15=20 Q oo-kF oahrnMaMdm„IrnoMe m3vIb'edNwhWaL OJwmYh«�.nVazn.Wwehoayaare.tlo�uNkcowYNo'�nvfawpmkWPcWhbrvMagrewaW.EcaAwluaphe:mNaOmwicT:El �hEaN PEfLWaMce4atlEkavx.oAeMmnfrw'.MIw�amEgFacaaamEmYrxvYxo oh, hlvcom +aen � mloremrvc, Mae OOodN«rablymho v.-.'winocow waa.oaeadFor Donors Waaaaaa i+nW.a a 3r �mX �honvo, vol w .b5eda-.- 6o Ho..z3N�ShHJy Job Turas Turas Type Oy Pty Ilverske Homes-Lp1135 ABCO-JB T11319064 IJ1039 DOI Hip 011 r 1 i Job Psi 8 rel MesMrg BuiMi0p Supplies, J ample,FL 10 Apr 13 1 M ID:PxGMOTOIs6NOIMAFHU1zEyeC-vYMFrcINFCrM�DY¢1(hy_yHOGgIfbOOaeBEBeeX LOAD C (S) S1s0EarO GO0c MO W Loe&(Ib) Veil:0=253(B)5=253(B)10=-101(13)8=42(B)4=61(13)8=101(13)20= 7(13)21=61(B)23=62(13)24—42(B)25-42(B)2 -62(B) Q 11•IMNJ-Yweytltlpnp�mwrwtaM lFAp NOrEe QVTY]4UUWCLWEO NIEE MEfCMNCE IIOEAF)Ilf m.lp6'AIEBEWNE U9E 9�4r WNl larwdiY VMIr MIeA�ID<onrecbrs.RYtlmSTk�tloNYiqu�Wannlflrspwwrt WJ klora�ldM9 Y WMMp cdnW�i.MI ras.va«a pelom us.measereaeapa«mrrsl�annrre wprminolm�W«r»mame w«,env4w«Wo�a m+l1®IvrE�ro maarera M eauare aaaan. @¢Eq Yv4abOkm ae�am a�Mre o�zrra.a lnrswe6aM1«rn«ara«o6«.oxv. oeamnlramP«av«ra pwmareal aam�9 kdwrsn ieaXeO r«IkMNymtlbwaVSlcdloF^e"a15 Wm�W'r'aHrvmeww«Iramime. rw aA�«WI«�cerw«Wre eaw v.m F++eNa. rx«rnNr.n«ace.mwerv.«a�aoama oo«re olm�«amwm«m�4xw1n1cwycnano.oEsasvapt9 aaaavq caac«ra T.ap..a aalp aeuM 1.4«maaaa owma n«a e�Hote rsmrre.zlau.�maal.9M31z,ae.«�lavn znla. Job Truss T.Type City Ply Riverside Homes LN 135 ARM-JB 711310005' JO0902 002 Hip 1 1 J. Ra erenreloptionall Mennhp Buildng Slq[AIBS, JekeOmllle,FL a.1dQFHUl ZEyvCNRexlnduamNa iWedJ 7 15 gVSWi13.1]20pdP6ogs 1 ID:ParGMOTNMiNo11d9FHUlxEyeC-Nkwe_yJyOWvmNSGImGBOsgV5nRAiH?JgsvHWgdz0e6W ]-0-0 640 7-60 Seala=1:30.4 -0'] 4x4= 4.00 F12 3 4 ] is 3M% 5314 2 f x 6 B ] 1.514 II 3e4= 3s, II 3B II 700 11-0.0 189-0 80 411-0 LL Pow.Offsets(TVF- 110-212 LSI 18:654 024118'0110-0-51 LOAOING("i SPAC ID' 280 Cl DEFL, in (loc) Udell W PLATES GRIP TCLL 20.0 Plate Odp DOL 125 TC 0.39 Ver1(LL) AW 8-11 1999 240 MTA 2IM180 TCDL T.0 Lumber DOL 1.25 BC o.45 VM(TL) -0.10 611 1999 180 WILL 0.0 Rep Stress Icor YES WB 0.05 Hoa(TL) 0.03 a Na Ne SCOL 100 Cade FBC20bVTP12007 Me11ix-MSH Weight:75 It, FT 20% LUMBER- BRACNG- TOPCHORD 2x4 SP No.2 TOPCHORD Stmclural wood sheodng dlretly applied or 4-101 ca pud111s. BOT CHORD 914 SP No.2 BOT CHORD HI9ld ceiling directly abuis,or 8-1-7oc bracing. WEBS 2x4 SP No.2 MITex recommends met Stall end requlred cross bracing SLIDER Led 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 20-0 be installed dutlrg truss emcbm,In acmomenm Who Stabolixer Installation de REACTIONS. busixe) 1�B13/0-58,fi=88810-5A Max Horx 1=35(11C f0) Max Uplift 1=-239(11012),6=239(LC 12) FORCES. (Ib)-Mex.Camp./Mex.Ten.-All lorces 250(Ib)or less except when shown. TOP CHORD 1-3-1151/594,34=10]&'812,40=-11]4/800 BOTCHORD 1-8=498d(gY.78=-497/1078,6-7=48540]1 NOIRES, 1)Unbalanced roof If.loads nave been consideretl for this design. 2)Wind:ASCE]-1(X.Vu11=130mph(6sscmd gust)Vaso=l of mph;TCDI-4 2psf;BCD[--ZAP%R25ft;B>AVh,f=24ft;gave=oft;Cat. 11;Exp C;End.,GCpib.1 B;MFRS(directional)end C Ededor(2)0-30 io 300,Imems(i)30-0 to 7",Ededor(2)7-60 to 11-O),Intanbr(1)15-245 to 1880 zone;cantrlever left and dgM exposed:end Vodka]left and d9M axposedC-C for members and forces 8 MFRS for res ro rS sMvm;Lumber DO1--1.60 Were gdp DOL-1.80 3)ProWde adequate drainage to prevent water ponding. 4)This truss has been resignnd for a 10.0 pal bodan chord true bad mncommoot with any other live load, 5)-This Woe hes been designed for a Ilse Intl d 20.0pei on the bormn chord In all arses where a rectangle 311-0 tall by 2-40 wide Wit fit between the whom chord end any other members. 6)p ifide mechanical comnectlon(by ohleng of Woe to beading plate capable of Withstanding 23910 Wlift at Idnt 1 and 239 to uplift at pint 6. QWApHWa.YwLy 4aeT pvavxn/xaMAEIO HOTEe CNT1091He WCLWEe MIIEx AEFENHCE IA0Ee6T4Am.faaYlBFFWiEVeE. l ro IduewJY'wlm tomoww1'zcbn.on fik WetloNYv f pdd".-Iwn�.dMkiwmYVY1Mn'1 dMMq canPd�,ni,mi Inmryslem Balwc u¢medetlprlaYdw�mul varyylM q(AkaGlry ofaie4T pdarelersaq pcpeM1Ylm'^rwiale MOOYdn MO R¢wadl e Woneuospm. H¢Fg ivJCaletl Hio{NBvanI WCMIIp o1MVMA ilmuwd�aN/w CMtl memlwrsoNY AtltllldvJ tempwaY mtl Fennumilx¢xp 6d'ueWlaBMetl la sktllhaW bpevenicdlmrawllm W+YAO Fe"LmCIIM YddpCCa4Ytllneiae. fwg1wtl 611W,ce lend mm 8e041Eb FM 054. ALkalkxl sloops.tlBlvnY.wecMnm]dacM911nmosm11n1a MlanM mMrx4ItR14WNQYMa.OSa-09aM K51 WIYJy COmponenl Te1ge.FL 3M10 xdetp VJpmygn wdktJe rydmLw Rale MIINe.R1a N.lee Lleel.Stl1e312 Navavlla.VPY[31 E. Job Truss Truer Type ON, Ply Riva info Hanes Lotl35ABCC-JB 711310088 J1]0302 M Gammon 4 1 oe Rallmr.Lidding MenNrlg BNldirN Supplies. JeksaWlle,FL 6.110SAd t42dhr Anhex lndusoes.ec. W.dJWh 715:13:182017 ID:PsrGMOT1y16No11Q+eFHUlzEyeG-nUOCIJengl MfrUNnSPu2JjmzeN010xaBGlzeeBV 4] 1800 0442 4L4 bN 4]-12 129's 4.00 dG= 4 4.00,,1s L'v4 c 18 18 LSM s s 3 0 .41 1] 63M 2 6 y® II a0.0W- aod 9dd Plain rnhets 103E E 054]E e LOAgNb(psg SPACING- 280 C81. OEFL. In ger) Web Let PLATES GRIP TOLL .0 Plate Glp DOL 1.25 TO 0.25 Vae(LL) -0.08 811 >999 240 MT20 24V190 TCDL 7.0 Lumber DOL 1.25 BE 0.83 VeM1(TL) -022 B-11 o97d 180 SELL 0.0 ' Rep Slreas Ina VES WB 0.12 Hod(TL) 0.04 7 We We BOOL 0 Code FBC2014TTP12007 Mdrtx-MSH Weight:SO to FT=20% LUMBER- BRACING- TOP CHORD 914 SP Not TOPCHORD Sbudural aided shealMng dieadlyapplied or 580 oe Forms. SOT CHORD 2x4 SP NO.2 BOTCHORD Rigid wil0lg directly applied or 8-3-0oo treeing. WEBS 2o4SPN0.2 Ml Tek recommender that Stabilizers and rewired dose bracing SLIDER Left 20 SP NO.2 2-0-0,Right 914 SP N0.2280 be Installed curing trues section,in accordance With Stabilizer mandator, Ida REACTIONS. (Itlslza) 1=68&0-53,7-016SO5-B Mall Hinz 1=45(LC 11) Max Uplift 1=MILD 12),7=239(LC 12) FORCE& (b)-Max.Comp.Rrlax.Ten.-All forces 250 jib)or lees except When shown. TOP CHORD 1-3=1246158],3-4=10101454.45=-1010/454.57=1248/58] BOT CHORD 13=49B11155,7 B=d°9/1155 WEBS 4 S-8&413,5-8=-298/196,3-8=2981198 NOTES 1)UFpaleneed mot live Ideas have peon considered for Itis design. 2)Wind:ASCE]-10;VIditil Moph(3 second goal Vasd-I Olmph;TCDL-=1.2psf;BCDL=3.0psf;h-25ft;8=1511;1=24X;ea-011;Cat. II;Exp C;End.,GOp60.18;MFRS(drectonal)and C 0 Ehdador(2)080 to 300.Inumor(l)30-0 to 9-0-0,Extedd(2)900 to 1280 zine;cantilever left and right eximsed;and vertical left add dight expmeal-C for members eras tortes 6 MFRS for readlons sheorn;Lumber COL-1.60 Flet.grip DOL=1.60 3)This trues has been desgnetl for a 10.0 pet bollom chord IWO load neftdihcument With any other live loads. 4)-This thio has been designed lora live load a 20.Opd on the botan chord In Wi areas Where a r�Mle 3-0-01a1I by 2-00 Wide Wil fit between the bottom chore arm,any Omer members. 5)ProWde mechanical connection(by others)of puss to bearing plate capable of WRatandng 2391b uplld W jam 1 and 2391b Uplift at joint 7. AWIIWN4 Vupy 4u pn pvurulxe sM aEIO IpTEa CN TaE ENp WCLUOfa MlrEx aEEEMNCE PIOE x@l<)9 m.1a0Ylele aEldlEV9E Ws�wMtl loh use oNV wIID I+xIN®cdnmckxc IMtleapn k[metlwYY W^�Ibmmelors.rhiwn.ap 61oh m hMMMud dhMYr eanwrppl.ret re ipbm Eerore use lM WMrroaM2mhnur vailn n»q{ekdaln dreeyT(xxaemlasmelMnvxYucap�had nSeeY3nble lM oval �. kpxelre d�9u. amVgln:M:ahetlh to rnfleedr Ixialmud of YWvkftl I�w D urcuu dMa manlvaaJv. �dlbhnl WmFaa\'aM pnmdhhtaacp e clwary runl�ee bh slW'IXyaNld peVenlcM qr+e wllD v`EMe pei'1+hd vy.LVaMpMRaY�hh�P^. "'doneltlsodonv mOd"ma Xre EP04 Pub EWI BM. 95bYINamaXNh wartl:tle M1an lua Role xiMMe.11e N.leeaneel.vvm-2 Niahwlo.Marr.,P5ad1 m4 bear aa114nly dandwNb iLriie.R 89ela Jot Thin Truss Type GN PN Rivwcke Homes-Lot 135 AKC J8 T1131006] Jtro3o2 Pot GABLE 2 1 Jot Reference o lions) MemNlg Building Suppliey Jakeomille.FL ......M.13201]..T-lndmtlm..... Wed Jun ]15:1326201] Paget ID:PUGMOThMNdfMFHUI*E CCT2111PbUHi UYUSO RM&NkB_ucORBBs Uaasa6N 91 ae s7e-4 sa-1 3ub•1206 h1 3 11 10 B.O 12 2M II 4 BR II 2 12 8 5 da )d 3 6 ] 15 II6 wp 3�4 i 1f DB 11-06 LOADING(psq SPACING- 2-0-0 C81. DEFL in goc) Well UE PLATES GRIP TCLL 20.0 FINe Grip DOL 1.25 TG 0.03 Van") h a - Ne 999 M120 2H/190 TCDL ].o Lumber DOL 1.25 BG 0.06 Ved(Tp Na - Ne 8a. 6GLL 0.0 ' Rep Sums lar YES WB 0.03 Horz(TL) 000 5 Ne Ne Weight 41 lb FT=1NY)6 SCOL 00 Cotle FBC20 MPI20W Metrix-P LUMBER. BRACING TOP CHORD 2x6 SP Not TOPCHORD Structural wvad snothing directiyapplied or 640oc Pullin. BOT CHORD 2x6 SP N0.2 BOT CHORD Rigid ceiling directly epplle0 or It"an brei OTHERS 2x4 SP No.2 MITek recommeMs that Slablliions and required class as Instta letl during Inks erection,in accordance INN Stadll2er Installation 'de REACTIONS. Allbmrlrga&&3. IS- Mex Horz 1=d0(LC 10) seal AMI U liR l0o lb or lms atfolnl(s)1,5 exwpi e=-111(LC 12),6 Ill(LC 12) KmGm All reaction 250ltaleas at lolni(s)1,5,],8,6 FORCE& (b)-Max.CompRNex.Tart-All lomm 250(lb)or.exceptwtwnshown. NOTES 1)Urbalanmd roof ilve load have been considered to Nis design. 2)Wild:ASCE Yt 0;VW1=1301sph(,,.second gust)easel01mph;TCDL=6.2psf;BCD"41f;R25g;Bd5f1;Lr24X;eaves-6X:Cal, Ii;Exp C;End.,GCPI-0.16;MFRS(di.%onal)and G-C Edellor(2)1-6 9 to 4 6 9,Inledor(1)48-9 an 5-0.10,Ededor(2)54-10 to &410..;csntie .lett and right aRwsed;and vertical lett and right expme0:C-C for mamb.5 and faces S MFRS for reaction shown;Lumber D0L=1.60 plate grip DOL-1.G) 3)Truss designed for vend loads In the plane of the Huss WIY. For studs azeaposed to won(normal to Me face),see standard Incurable Gado EM DMells az applicable,a canwX quallXetl Ouiltllrup tlmigrla par ANSI/TPl 1. 4)Cable rohnnes conliwoue bottom chard EeadiN 5)Gad.stud.spaced at 2-0-0 op. 6)This truss has been designed for a 10.0 F¢I tottan chord If load nonconwrtant With am/other had loads. 7)'This twm has been designed for a Live load of 20.0ps1 on He MI.chord In all areas stem a lacrima le 3v6-0 tell by 2-0-0 Was will Of between the bortom chard and any other members. 6)Provids mechanical connection(by others)of tw rs to bearing plate capable of vitMlanding 1w Ib uplift at Jo nnie 1,5 exc.q gldb) 6=111.6=111. 9)Sao Stanched Irdusny Piggyback T.Connc6on Detail for Conndion tY base twss as apPllcaNO.or comull clarified wilding designer. Q Haase eed py a�Yen{ssmrexagaEla MP]E9 a1i1OWOMLLUpFOYIENPEFFaeNCE.Paf IR]Ilam.leOYMIeeFFeaEYaf CN3r,WtlKKvawaY'�tlt rNIe4W cmreclwc Tt OeYa�kFwstl wiV ugmtxxtn,elnsNw,.adlerorm Mhklwl dMNrp canFacnt apt ass,, . ,ar-ne.Il .M s Cee,}ic*msana.1M4yYCWm n . 1.1[ �anelenrn q. nYlrv:arrvolelM�tlanY,mnnnucra M ek' M,apgrpr¢,.Ba 1glrrtlF/aed kbgevmidicNYgot M.Yd/3 Tmwebm]/wcMtlmamlRrsttYy.M[NIWa Ien4wW as R mannlMMrq Ndw%eVkredMyrWllyaglo gevanlcd4ws MMIa.alJe Fawrvl hFrY adgsm�tY WntH^-fa pasha ptMcertpadg a0l Parca Ed BNO. pplCdgrr,ab�e.tlelNay,erecIXm Ttl M¢hpN Ttllns SyiMnK reeNNa1/IYII OUWhaIIMkr,ma49aM eCL MrwigearWanrrtl is,rye.fL 33610 as,,,sesmoaM aMdNc hwnli�RaM MMe.21IIR1a N.lee Se ea1.911e 312 NemrYNa VP RR311. _ _.. _. - -. Job True True Type Ory My Riverside HomesLot 135 RBOC-JS 310068 J170302 P02 Piggyback 10 1 _ Jot Reference o 4onel Manmrm Building Slgplles, Jek6omille,FL - 8.11DS Apr gFHUl.3 CAMReNQMNb lDIF. Wed Jun 115:13:2]209 Paget ID:PNGMOTYgx6N011dveFHUl IEyeCiM'05N00160ted1pAMNZGImICARiI»AKCrJ802ree8M SBiI 160 54u ssa 4w4 3 Seal.=125.6 z BTo12 L6 5 8 3 33 1 d d L T ma 5N n oe 11-08 LOAGING 20.0 SPACING- 2d0 CSI. DEFL. In (Loc) bad we =UdP"mPTOLL 20.0 Mete Grip DOL 1.26 TC0.21 Ved(L. Ne - Ne P90TCOL 7.0 Weber DOL1.25 W0.33 Ved(TL) Na Na BOLL 0.0 ' Rep saes In., YESWB 0.05 Horz(TL) 0.00 3 No WDL 10.0 Code FBC2014/TP12007 Memx-SH T=20°9 LUMBER- BRACING- TOPGHORD 20 SP No.2 TOPCHORD Struclum awd sheatMng aboty applied or SOO w purlins. BOT CHORD 2x4 SP No.2 SOTCHORD Rigid ceiling deecty applied or 1040 w bradrg. OTHERS 2x4 BE No2 Walk necomftehoa That Slatril rsand required cross bracing ho insisted during Huss erection,In accordance•ith SWIAIzer 111s1a11ation atilde. REACTIONS. (IWsim) 1=l Ml07-13,3=1]8/101-13,4 71/107-13 Men Ho¢L--1 W(LC 10) Max Uplift 1=-£](LG 12),3=T1(LC 12),4=-1 W(LC 12) FORCES (ID)-Mar.CompJMax Ten.-All forces 260(lb)orless exceMwM1enslli NOTES 1)Unbalanced not live toads leve bean considered lot this design. 2)INIi ASCE 7-1o;VtJi 301(35acwd glsp Vasil=t Oimpb;TCDLI�4.21asl;SCD11-- sf;82511;B=45tH-24x;Ferri Car 11;Exp C;End..GCpi=0.18;MFRS(dbacfional)and C 0 Exterior(?)0-0i to 3-7-0,Mterior(1)31-4 to 564,Exlearri 564 to MA mn.;oantllever 10 and right oposed;and vertical let and Fight exposed;C-C for membere aril forces 8 MFRS for reaotmw abown;Lumber DOL=1.60 plate get,DOL=1.80 3)Gable requires continuous bottom chod badit g, 4)This trues bas been designed for a 10.0 psf Wtom chord live bad nonwrcurlent with any othor live bade. 5)'This mss has been designed for a live load of 200pst on tire Wh m Clord in all areas hMlare a redengl f 360 tall by2-00 aide Mt fit beNreen the totem chord and any omer members. 6)Provide mechanical connection(by othem)of truss to bearing plate capable o1 aMRatanding 1W It,uplift at tariffs)1,3 except OWIR 4=107. 7)Site Statdard Industry Piggyback Truss Connacton Detail for Conuar ion to base Buss as applicable,or wrens quMified building designer. Q w�wava.vwuy4.Ky�ew.e.lw...4Rup MarzaoxlNsaeroXyuaBmrreK AFFEMNH vaawzmwa.rgovmrzeB�oAB tisF �i v.]VJ rn�dYv Mn MneA®caxuclai hM aewn x bxtl aer aaca MUr'eles 9avm a'd k 1a m MNdM Ialtlr4 cdnM'pn1.rot nidi cem. Involvein o Ce6AM mut walN IreapbkauaNddeKln aaanawrsatl gKedr Huseni enedx{}rbb nw ovaNl GIAg MNar.BeCYg YdcaleaBbgevenlw�'NFgdatlMhAIN¢webatl/wCMtlmemEnecNY.Pd'W-Lx' d¢Irp Lek kdwgaregYetlb YSaIN WJbpevarJCW[pi wlldWYrb@vx3 taaVml'po(»rlY damcye_ ragerardgltlarCe re9zRg X¢ BBe4 Pe�b EaN BNtl. 1yMUIML Ypwe.OeAery.aeclbnwtlbMgollnme[aq hNawleiR.aeRN51ANI QxAIy CyNb.eAi9aq N'116YWnpCwnpanxi TeFrye.FL 3]618 9yaly hYarmXm avyWe tan tMNule MXMe.219 N lee Seeel.SIRJ12.Aavmrlq VR'Y1314. JW T. T.Type IORy Ply Rtvemde Homes-LOB 135 ARCO-JB 310088 J170302 JOt JMk-PoNal Gilder 4 1 Job Psferelee(aphorist)Manning R011ding Sppl'Ws, Jaksonvi114 FL 8.110 a Apr 132017 Mass Inblearm ,Ino. Wed Jun]15:13:1 B 10 Paget ID:PUGMOTtIAMIMWFHU1zEye -JJ20PeKCMUCPOgMDOy6bLFA TDNNbNkfflnWU 381 ].02 $1 3B1 Spain 1:14S 3 2.83 12 NAILED 10 NAILED 3A= y B 2 Y � w 1 n 12 4 NAILED WULED ffi II 02 ]A2 Plat OBse (Xy1-- [11(Y2-120061 LOADING(psi) SPACING 27 L81. Di In (Mc) hat Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1 TG 0.]8 Ved(LL) 0.15 47 SSB 240 MTN SPURN TOOL ].0 Umber DOL 1.25 BC 0.57 Nad(TL) -0.30 47 x280 1N BOLL 0.0 ' Rep Stress Inc, NO WB 0.00 Horz(TL) 008 1 we as BCDL 10.0 Code FBC201UTP12N7 Mathx-MP Weight 241b FT=20% LUMBER- BRACING TOP CHORD 2x4 SP Na 2 TOP CHORD Sdwand and shea0tllg correctly applled or 600 oc pudire. BOT CHORD 2x4 SP No .2 BOT CHORD Rigid ceiling drecgy applied or 1(1-0 bradng. SLIDER Left 20 SP No.22-0-0 MlTek recommends that Stabilizers andrequired tura bredlg be Installed during truss emi In accordvnce Ybth Sta0111zer InstallallOnoulde REACTIONS. (intent 1=28.Lb-J-0,3=t]3TIecM1anlca1,4J3�MecM1ervicel Max Rom 1=]6(LC 17) Max Uplift 1=-105(LC 4),3-120(LC 4),4-14(LG 4) Max Grav 1=263(LC 1),3=1J3(LC 1),4=124(LC 31 FORCER. (Ib)-Max.Courp4Atax.Ten.-AXIo1ce5250(IhjorlassexceptwTenshow TOPCHORD 1-3=112132 NOTES 1)WindASCE 7-10;VW1=130rnpb(3-sox and gust)Vas1=101ni TCDL=4.2ps1:BCDL=3.Opsl;R25ft;B�Sft:t-24tt:mons-o ,,Cal. 11;ERl C;End.,GCpi=0.18;MFRS(dexponaq; ,anbleyer Telt and ought exabsed;end verttcal left and right exposed Lumber DOL-1.60 blade grip D01=1.60 2)This Voss has been designed for a 10.0 psi bottom chord live load rwncolwrrent with any the,live loads. 3)'The truss M1as been assigned for alive two of 20.0psf on the haftwn dnord in all areas WMrs a rectangle 3-6 Lou by 200 wide Wit fit beFxaen Me bottom chord aM an, thear members. 4)Rater to glocer(s)for turns to Imes mnredions. 5)Provide medlanlcal wmedion(by others)of truss to bearing plate capable of Withstanding 105 to uplift atjoint t,1201b uplift at jdnt 3 and 1416 uplift atJoint 4- 6)'NAILEW indicates 3-1N(0.148'X7)ort-lad(0.1 xf;X3.25')toenails per NDS guidlnes. 7)In the LOAD CASE(S)section,loaM applied to the two of the buss am noted as front(F)or back(R). LOAD CASE(S) Standard 1)Deed r Roof Live(balanced):Lumber Increase=t 25,Plata Incesese=1.25 Uniform Loads(pit) Vol!1-3-54,4-5-20 Conoenllated Loads(Ib) Veru I0=i(F)11-1(F)12=-9(f) Q WAW/NO wMx4wN^Pewwrwe..a..4Y..WoRemasymer faaaXCEGAOEYF]xTJin'.I4R�AI4afIUIIE USE Desojinx]Itl1ameod' m1shess onccbn.RadNd�hdvxl uJ4 arm pamrelen9xrM�.agIiloemlMMGpI da0ingCmWmeni,rof Mm Welall.Peide�NsdYfp WvwMVll'eggLWlNol�l%a�psm�eRma'A POPo1YIrcwpaole BtdeW}�Mn Ba nu¢M abl.dwdexpn.WIXlq.,ticuled.b PWYan RKY,mollMM1khM.uwvabmC1«cnwdmmten MY- 1—Pawyon"on robs Jm WOW adWaPwiAed AV WYAlyeldbpww4cd�aWBn lwXJeMhaeyWpgxlry Omi�. fw UerelW 4lbn' mgxdg p¢ 1?kppe Wp[pe,6YNwy,wecM1mwd Mdyp dlne<zaaMlmaMnni4 �VIeVIWI OwYIy CAIMo.066(9 vglC9YMIPConWmnl ai Peru EM BNJ. lyPlyyy4lnpAA uMylBSnn Ylrs Nola LWxOe.RIB N.Im Sheet.9lla J12.NswfNIM VAR1]II. Teirya,FL sail JobToss Toss Type OtY Ply Rivmcide Homos-1-MIMARCC JB 3100]0 J1)031# J02 Jack-Partial Girder 4 1 Job 0"'" ce IoM Manning BuildirN Supplies, Jd3dMlle,FL l8.110 IMF Apr 13201]M PeKMuld POMOhad Jun ]16:13:19bNk Pege 1 ID:PxGMOTM1IxeNOIMrgFHUi]EyeGJT20PeKCY]elkPogugDM1yfibMBANYTO9BNUNkkWseeBU 3.4-9 6A2 YLB 3-4 9 gab=1:102 3 2.83 12 NAILED 10 NAILED U4 0 e 1 11 z WILED NAILED 3m u e 9z 69Q Ple OINM fK Y)- [1,0-2-12.0-0-81 LOADING(pefI SPACING- 2-0-0 CSI. DEPL. n t1m) Weft Utl PUTES GRIP TGLL 20.0 PIMe Odp DOL 1.25 TC 0]3 Ved(LL) 0.13 4] r59B 210 Mr20 2441190 TCDL TO Lumber DOL 1.25 BG 0.53 Verl(rL) -0.26 4] x313 180 BCLL 0.0 - Rep Stress tor NO WB 0.00 Horz(R) a 1 We Na BCDL 10.0 Chun FBC2014TPIM07 Matrix-MP WegM1:2311, FT=20X LUMBER- BRACING- TOPCHORD ON SP N0.2 TOPCHORD Siruc4ural wood aheadyrlg directlyepplledor 6-0-0oo yudru. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling dredlyapplled or 100-0m bracing. SLIDER Left 2x4 SP No.2 2-0-0 MTak recanmends that Slabilimrs and requlod toss bmcinp be installed durlrlg train efecron,In amhrtlance MM S1aNllmr 8 8110n 91i da REACTIONS. phNi2et 1=25MD-]-0,1i6]Mlecbeniral,4=90T1ecbeNwl Max Hoa 1=74(LC4) Max Uplitl 1=-101(LC 4),3-115(LC 4),4-14(LC 4) Mex Gov 1=25NI-C 1),3=18](LC 11.4=R9(LC 3) FORCES. (Ib)-Max.Conp.ITAaATen.-Aillooes250(th).,Iwdexaeptw9wmsbown. TOP CHORD 1-3=38&31 NOTE& 1)WIM:ASCE]-10;VWt=130mph(3aecond gust)Vasd=101mpt;TCDL=4.2p f,,BCDL Ops[h=25ft:B=45ft;"4S;eav8=4R Cel. 11;ENI C;Eno,GCpi=0.18;MFRS(dretdonalJ;candleier,left ant right exposed;end vedical lett and light exposed;Lumber 001-1,60 plate grip DOL-1.60 2)This thus has been designed for a 100 psi barren chord We load nonwllcunent with any other live loads. 3)-TMs buss new been designed for a red load of 20.Opsf on the bottom dlord in all areas where a neophyte,3-6-0 tall by 2-00 wide win fit beMee0 me bottom choN and any other members. 4)Reser to gftder(s)for trues to hoer conaections, 5)Provide mechanloal connection(by others)of roles to bearing plata capable of witionandim 10111,uplift at torn(1,115 IN uplift at John 3 and 1411,uplift at joint 4. 6)'NAILED'indicates 3-1 W(0.148'x3')or 2-12d(0.148'113.25°)toe-nails par NDS guidllnes. R In the LOAD CASE(S)secdon,ba&applied to the face of the truss are noted as front(F)of back(B). LOAD CASE(S) Standard 1)Dead.Poor Live(balanced):Lumber Inomase=125,Plate Increase=l 25 Uniform Loads(pit) Ver:1-3=54,4-5=-20 Concentrated Loads go) Vert:10=-4fl 11-1(F)12=9(F) AWARNew Vx)Nd ^Pnemary REAONeTEa CNi ANONQVBGY4NEKR th.WLEPAGEI 74TJnr.16P 169EiONEe9E. fh .�. xiI�N9�Mrakla�vn¢cias Rt OsAlnb aYYa[+�a Wr h mm.aMhl �INGxY G4Wrg Ixxµml.ml WMrp s1+ oI f :lyht{bMayytmaleadroewlad�e4 0.1 r1oW1=15 1v5eBn ly ItteMry;Jka1#RIryoMl pgr rr.4Iowa ImxnWxmaMtr. Mw1vllw[wnxal klx+wmP{B✓.m y aceg N,ot�WmW h mN WM9I 0.eM Skles,FLk.1. W1 bwI—None M2NL Tl l112. VA2JI4. JobTllm Tmcc Type Ory Ply Riverside Homes-Lot 135 ABCC-JS TI 131M71 Jt)o3o2 JOS Carer Jack B 1 Job Reference(Odom0 Mandy Building Supplies, Jelsomitle,FL xMWhdvaf3201] Nbas md-LgJRHM. MW7iJun 7 :1320 2017gPlbFn Pagel ID:PsrGMOlxjxeNdNveFHUt zEyeGNbmO_LpIRHLE2leSOlw W]i2awC9PIbFTHytBe6T 88 t.u.p aoo FIz Soal. 16.t z 1 `a 3 30= 1ao 1 to o LOADING(pati SPACING 2+)0 CSI. DEFT In (los) Vtlell Ib PLATE3 GRIP TCLL 20.0 Plate Gnip DOL 1.25 TC 0.01 Vetl(UT -0 W 6 >999 240 MIM 24244190L TCDL ].0 Lumber DOL 1.25 BC 0.01 VedRL) -000 fi >990 IW BELL 0.0Rep Stress and YES WE, 0.00 Horz(TL) -000 2 We Na BCDL 10.0 Coda FBCM0 P12007 Mani.-MP Weight 416 FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x6 SP No.2 TOPCHORD Structural wood sheathing dwily applied or l-IHl oc feigns. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid.Ilmg chiaddyappliedor It".trading. IATek He,o nthentle that Smbllixers antl reaArec cross bradrg be InstW ixl duning Ilse eraceon,In accordance um Stabilizer Inddladon guide REACTIONS. (Ib/slze) 1=3M/ 8.2=27Ml hanIM,3=10IMecnamdaI Mat Ho. 1=14(LC 12) Mat Uplift 1=6(L0 12),2=-20(LC 12) Max G.1=3](LG 1),2=2](LC 1),3=16(LC 3) POKES. jib)-Mans.Comp.RAax.Ten.-All forces 250 big orlems exceptertenshown. NOTES 1)Wild:ASCE 7-11 Vult=130mph(3-second gust)Vasd=101 mph,TCDL7d,2psF,3CDL=3.Opsl;1r251t,8=45x;IL24x;sumo ;Cal. IL Exp C;End.,GOp,0.18;MWFRS(dlreddnal)and C-C EMenior(2)mut,cantilever lex and right exposetl;end vagrant 1.11 and night iepm e l C for members and tomes 8 MW FRS for reactions Blown:Lumber DOL=1 fi0 pat.grip DOL=1 Bo 2)This floss Inas been designed for a 10.0 psf buxom dnore live load noncomurrent With any other five bags. 3)'This Imss has been designed for a live load of 20.Opsf on the bottom Mord in all areae severe a recfalgle 3&O tall by 0 0 wide u11 fit baMean As bottom chats and any other members. 4)Rotor to Galatia)for tries to truss connection, 5)Provide mad eadal mlrsction(by others)of buss to hearing Parra capable of unbalancing 6 ab uplift at Mint 1 and 201b Uplift at joint 2. Q WAMINa Vs%4ab+puvisualwxMMaudeares CX tl®ANO NLLIIaEO I/IExaEKNXCe IIOEaP)IAm.IOYYAIe IFIOMV.E �v5]!«ws«Yy Mm Mlelb➢co«ieckn.8ebe«1�6 WetlaYY W«�Mmwlm6wrvRm[I5f«maWINUM I.xNdy��1,rot Mdeak bl«e m,ll¢WaNtletl}�e�mW valfy Me ggcMllyolGeapnNm�elersadgcl`e. dy Mupaob Xi:rbLLa�lxbll'a Dowd aAuodxtw�� NacroharHealogeventhuclanamfery.exa x�mwebaw«role m.amr.,e..onr.w+dlw�n l«nP«w«dwmww^I l.�e M e, ' klMWrreZ.le]MNlYIYRA bgetentwegvwnmx®Map«.«�d Mrv«d q%%nY Wn�. f«Wn««PxV«� m9'a�gM Imtolpr alV(ge.eaNery.«eoW�a'A bu1V aMmei«d Tmrydwli4 aeMx/INIOWNGYwA.Ulad9«rf BCxxMPC«ry«ixa Teaysd .M1e uvU0 edelr4lwmyM mtlMAee«n Tha IMIeIMxOe.R18 N.W SM1ee1.9.Y1e>le.NsroNI3 VARRd1E. Tena,FL 3^610 Job Truss Trem Type Oy Ply Riverside Homes-Lot 135 AWC-JB T11311]0]2 J170302 J04 Comer Jack 8 1 Job Reference a damn Morning Wilding Supplix. Jeke0rwilb,FL 0.110s Apr13209 MIFVy9Squsbie PCen3?ed Jun )15:V7tScSol r Pap dW ID:PUGMOTfIp8NOI10vgFHUlxEyeC-FWeagkMTNPCSIe345G91WArgxAgx]SgvaPO>He83 10-0 !09 SoW-1:115 3 4.m f2 3,4 1 2 1 am 4 ffi I I sdo 30-0 PI O6sMs(XVI- 1110- - 20451 LOAgNG(paB SPACING- 2-0O C61.70TS �.ft FL. In (roc) VtlNI LPo PlATE6 GRIP TCU- 20.0 Pale Gdp DOL 1.25 TChLL) 0.01 4-) >999 240 TGDL ).0 Lumber DOL 1.25 BCdhTl) -0.01 4-) >999 160BCU- 0.0 - Rep Stress lncr YES WBxjTL) 0.00 1 Ne WaBCDL 10.0 Code FB02014/TPI2W] MetWeight:121b FT=20% LUMBER- BRACING- TOPCHORD 2114 SP No.2 TOPCHORD Spades!Wood areatNng dlrecay applied!or 340 m pudlns. BOT CHORD 2x4 SP No.2 BOT CHORD Wgld caping directiyapplled or 1"0 no bracing SLIDER Left 2x4 SP Nd22-00 19Tek...ends ftlet 5lablllxers end required crossbradrg be Installed during Huss election,In amortlanm IxiM StadllDe, kalallatlon ride REACTIONS. (IWsixe) t=t0&0d-8,3=]3/Mecllenice1,4=35IMecM1anlcal Max Hoa 1=40(LC 12) Max Uplift 1=-27(1-C 12),3=48(1012),4=-4(LC 12) Mets Gmv 1=109(LC 1),3=-Mg-C 1),"8(LC 3) FORCES. (Ib)-Mex.Comp.Rdax Ten.-All loaves 250(lb)or less except When shorn. NOTES 1)WIM:ASCE 740;Vult=130mpb(3-second guel Vmd=101mph TGDL=4.2psf;BCDL=3.Opd;h-25X:B-=iSfl;L=2411;eaves t;Gat. II;Exp C;End., 3Cpi=016:MW FRS(drectlonall and CL Etdedor(2)now,oantilevsr lab arta right exposed;and vertlwl left and night ex MrWC-G for members and 10rces 8 MFRS for reactions Whom.Lumber DOL=1.80 plate ghp DOL=1.60 2)This truss has been design]for a 10.0 on boftom chord live load nonmmurrent earth any other live loads. 3)-Tills buss has been designed for a live load of 20.Opsf on the boa0m chola In all areas Where a rectangle 3S-0 tall by 2-0-0 Wide MA 61 between Ne boftom chord anti arty ocher members. 4)Rater to girder(s)for Wes to house wmadbns. 5)Provide mechanical mrmechlon(by others)of truss W bearing plate capable of wlhhstaMleg 27 ib untie at loin 1,48 lb uplig at loin 3 and 4l uplift N joint 4. Q assistant-xer9' aGa NJTEa as heS AND MLYOEa Y/Ex aERaxNCFa4aEIRl4]J m.faYYNfeIWPE aaE Call WorLyum vu.. n I.,Mi.on6puaddYYupenpaanelala4wun mlela m..-1 WWV mnM cent.roc IIrBSY61nn.aebla ue.IrC bul rg defIJrlsr mut veeN me IXAnlooklyof..--rvea.pr." fcw cne IMdm6}r Fb IM overt) IYYO'p CPoUL Ba JglrxlkTwJklo lcrevent WCMIbp o1XxAWllul In2weDaW/n cMirdmemten wYY.PGrkx I femur W aMpamv¢nf ba^Jrp •dwvryrepYW brOdnXyaW bPavenlcdlgfe wllh maMer>amaL4' McYTd MWeroY'ex"me. lor�rlerdgpaK' raau�q Xw pp4 Pnb Esa PYL P]dtNb�.rfuepe,�IYiery.erecMnad Mactap ollndef wJMrsryilemr.raMNSUIRI pgX'/CreMo,09ed9aYlC9111iJrPConporlxll ^M Ti .FL meta y4hy IMgTdlpn RJ/lRie M1an LlafMa F.HM1le.41a N.Lw Slrrnl.SLIe]I1 NemMb VPR4314. Job Truss Trues Type Ory Ply RNaside Homes-Lot 135 ABCC-JB 310073 J1]03@ J05 JazbOpen 13 1 Job Relererce ho small Mannifg Building Supplies, Jeksornille,FL 9.1ol aA 3201]MiTeNgKMT41PCnc ? lWgo1 :13:MW$r Pale 1 ID:PaGMOTM1IxSNOIiduBFHUIZEyeC-FWBBgKMT41PCae3?SGBiWgo%xhvx]f8gvsry0z8eeS SA 0 sod Sod.-1ea] 3 4,00 12 3M 1 2 m � 1 d mil sAa SOO PI OYh (X19- ItU-2-120h51 LOADING(psQ 6PACING 2-0O 051. DEFL. In (roc) Weft W PLATES GRIP TGLL 200 Prete Grip DOL t25 TO 035 Ved(LL) 0.05 d-] s999 200 N't 2"1W TGOL 7.0 Lumber OOL 1.25 BC 0.28 Viel -0.0] 4] a82] 100 BCLL 0.0 ' Rep Stress Incr YES WB DAO HORQL) 0.02 1 Na Ne BCDL 10.0 Cade FBCtKTV7P1200] Matrix-MP Weight 18 No FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Slruclurat weod shesthing directly applied a 5-0-0oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rtgid caling drectlyapplled or 100-0¢enroll SLIDER Left 20 SP No.22-00 "Tek recommentls oat Stadllzels end required cross bracing be installed during nose ereNoq In aaordence Wov Sad11IDr asIabudem muds. REACTIONS. (Ibhlxe) 1=183Po-SE,3=121/Mechenlcel,d�2AAeMaNcal Max Hors 1d](LG 12) Max UpliXl-d9(LC12),3 M- LC12),4�(LC12) M.G.1=183(LC1),3=121(LC1),F=80(LC 3) FORCES. do)-Max.CompMear Ten.-All forces25011b)orlsss mmepivlbenshofon. NOTES 1)W1M:ASCE]-10:Vun=130mph(3..d gfal)V.d=101mph:TCDL .2pa,BCDL=3.O{ f;1* Sft;B=45f1;L24n:esv ft Cet. q;EIS C;Encl..GCpi�,18;MW FRS(drecliMAI)and GC Extedog2)0-0-0to"b .Interia(1)30 O b 4-11-0 zone;canglever left and right exposed;end vertical leo aW right egwsed;C-G fa members and forces 8 MFRS for aadidns shown;Lumber DOL=160 plate grip DOL=1 60 2)This tans has been designed for a 10.0 pelf bottom of live load mncalwrrent Win any other live be&. 3)'This truss has been designed for a live load of 200pst on the bonom chord in all areas vinere a rectangle 380 or by O0 footle We fit between me comm chord and any cover members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mecfanlcal connection(by others)of truss to bearing plate capable of Wtl'etalding 49b uplift at loots 1,]0 It,updt st joint .it 511,uplift at Joint 4. QWuiXWeVMry Oapnpmenprens'MaFJe Xe10 CN iXtl IMe NLLIpEa MIEx eEfEed.'ecf fer.,i—.11 BEfaNEVBE � i " oar(w res, oeadro f R6tlBrIPlbOsxldYY�M W�Tefan Yuma.rnfkla�on YdIWAM WMfpcanpaMt ml nw]prem].Berae m.11'e Wkllp tle'!J IVallyllwaaTxkKblN of Cea�{xxanrefersrnN pMeMlrconwmlontIX�n mofheouefdl b°ramdaga.as,exmolaauropewmu<uaolmm�nmo.reo�n/��wia iaemoekonly. Adallror.�n�n�rv�e mm«�fo-mre MITBk"lobI t RYOM1rMafoIeMMYM aMbh,ond baYi Wlhp.busuifvvens, We I..h1yc �ta....ial4ukkncefjefe, JM realtYlibuy eallYWY.6letbnaWNMVdlw N,. Lfoaytlani.wMN51/RII aW41N C4Ma,OSa-09 wM 0C51MIiq CmpofxM .Ori 11 Eet BNO. palyyYamrdanpWYYan lnv HaNxWNf1e.210 N.1N 51fee1.911e 31R NexaMM1a VA2231 a. iarrye.FL]Salo Job True Trus Type Ory Pty RoArade Homes-Lot 135 ABCC-JB 711310074 J1]W02 JOB Jack-PMIial Girder 2 1 Job R4Wene o Baal Menrdrg Building Supplies, Jedouille,FL I81106 IANol ART HUl2 M -jq lMuabee kQFZp Jun]15:13:222077 Pees IO:PsrGM0TIgxeNOlMreFHUlzEyeC-IiIX1AM5r2%3TSBFZpn0ZkOt_NPBgevE32c0tzzBeeR S0 8160 350 &54 Scale-1'.103 3 2 03 FI-2-2 NAILED 10 3W NAILED 2 s 3 11 2 WEED WEED 36 II 610.0 s-log Plate Orleans fX VI- f ' 2 trtr7l LOMING(pso SPACING- 2-00 C81. DEFL. In (bc) Vdas LAI PLATES GRIP TCLL 20.0 Plena Grp DOL 1.25 TC 0.75 Ver1(LL8 240) 0.14 47 x58MT20 21,Llim TCDL ].0 Lumber DOL 1.25 BC 0.53 Van(TL) -0027 47 a305 1S3 BCLL 0.0 ' Rep Stmt,bus NO W B 0.00 Horz(TL) 0.05 1 ma nor SCOL 160 Code FBC2014 PI2007 Matnx-MP Weight 2416 FT=20°6 LUMBER- BRACING, TOPCHORD 214 SP No.2 TOPCHORD Structural eauod sheathing directly applied or 6-0Om Whirs. BOTCHORD 2x4 SP N0.2 BOT CHORD Rigid calling dde,hy applied or 10-0-0x Grading. SLIDER Left2W SP Nd22-0-0 1MlTek recornmends that Stabilizers and required close brefig be Installed during Imes erection,In aaoMenl a MIh Steblllzer petalled.9ultla. REACTIONS. (IbralEe) 1=259x49-B,3=185'MacM1enicel,m89M1ecM1anlwl Max Hori 1=]4(LC 4) Mex UpIM l=106(LC 4),3=119(LC 4),4=13(LC 4) Mex Gray 1=259(LC 1),2169(LG 1),4=121(LC 3) FORCES (to)-Max.Comp.Mfev.Tan.-Al fomes 250(ID)W.except Mien dmvm. TOPCHORD 13=387/31 NOTES 1)Wild:ASCE 746 Vulk13Dmph(3-secad gut)Vasil=101mph;TCDL=4.2psf;BCDL�Op f:f-25ft;B-4M;b24ft;emv ft;Cat. II;Em C;End.,GCM=0.18;MFRS(direcfional);call tell add right exposed;end eedicai left antl right mosso;Limber DOL=1.80 plate gnp DOL=1.60 2)This tubers has been designed lora 10.0 pit bottom choud live bad Iwnconaimnt a th any otter live loads. 3)'This truss has Leen dedgnad fora live load of 20.0psf on the Drum chord in of areas Mere a rectangle 3 O tell by 2-M vide MII fit between the top.cMd and"other members. 4)Reiter to girder(s)for truss to Ines connection. 5)Prorate mechanical connection(by olhen)of dura to Dead ng plane capable of Mthstardirg 108Ib Del III an jdnt 1,119 N uplift at Olin 3 and 1316 uplift at joint 4. 6)'NAILED'irdcNes>lM(0.148'x3')or 2-12d(0.148',,3.25')tREMIs per NOS gun linea. 7)In In,LOAD CASE(S)section,loads applied to Bre tau of the truss are ruled as front(F)or beck(B). LOAD CASE(S) Slantlad 1)Dead a Roof live(balanced):Lumber Increase-1 25,Plate hncreaes=1.25 Unitorm Loads(pit) Van:1-3=-54,4-i-20 Comantrated Loatls go) Ven:10=-3(F)1b5(F)12=-B(F) tlW4PoInnV�lry hvlprl E&A.a ...No.ow ABs.WLLUOEp IMEx eEEEaxNCF PIefIi)4Anv.34BYNI6BEI0FE UeE. � IX9pn vaNtl Iw um MY Yxm INlell®aomecbn..doannkYrw W on'.W WFq cmpamL ml r—systemce1..1,A,lDNreudre1M"lAly re ~y nHe edhloM—Nfifi ,"onnode"I MiTek' atlwoy�apletl hx0441Na✓3 to wevenlcMgzewMl rwffiYe 1>eI�JkB[Y ab wKutYdangM fw dgLLNr_e�WatdlgM 1o4 I.H.EW tre. rare, iWa,^,e.uii. e�xlknmlMacV9 dMmeimtlN 1, .tiit u+MN51/MI GAlty MIMi.pieJ9 atl iCL WlgCwrypNM i yl41y k4almdbn avddbe M1an l�Im Flare elaMOe.RIBNLee',reel.9lle JIR.PleiarNM VAR2314. _ _ ie,rye.11 3E10 Job T. Trams Typo ON RY Ferrante Homes-LOt 135 MCC-JB 3100]5 J170902 JO] Jack-PILAW Oirtar 2 1 Job 017 MI me lopdonn� Meering Boldag Supplies, JelmonNlla,FL 0.1106 Apr 1 zEyalCCuI*F?N Inc. Was Jum T 15:13:232017 Pelee l ID:PsrGMOThjxeNOlNveFHUlxEyeGGUHVFiNfcMM50kRTNId6tl3enI1P10YJOLyIHzeeeO 33 0 &7-0 & s-Te 3 339 0 5Wr=1:14.5 3 2,83 12 .ILL. 10 ad o LANCED z e 1 I 12 4 NAILED mil-ED are II 670 670 PI W OXseb(%,YF- 110-2AOD71 LOADING(pat) SPACING 2-0-0 CM. OEFL In (loo) bHeX Lb PLA GRIP TCLL 20.0 Rate Grip DOL 1.25 TO SEE) Ven(LL) 0.12 47 x055 240 MFI 244/190 TCDL 7.0 Lumber DOL 1.25 BC OA9 Ven(TL) -0.23 47 x342 160 BOLL 0.0 Rep Stress Incr NO WS 0.00 W,,z(TL) DOE 1 Na Ne BCDL 10.0 Cote FBC2014r11P12007 Matrix-MP Waight:23111 FT=2056 LUMBER, BRACING TOP CHORD 2x4 SP NI TOPCHORD Slruduml mood sheathing trashy applied or 6-0-0 re purins. BOT CHORD 2x4 SP Not BOT CHORD Rgid caning dredly applied or 1O0 O w belong. SLIDER Left 2x4 SP No.2 2-0-0 MITek recornmends test Stabilizers and required crass besting be installed during Mmes erection,In acwmance MN Staduzer Installarlon9uide. REACTIONS. (Ib/elze) 1=2S0t136,3=183xMecM1anlcal,4�]RAechaNcal Max Hoa 1=]2(LC4) Max UplM 1=-lM(LC 4),3=114(LC 4),4-43(LC 4) Max Gran 1=250(LC 1),3=1B3(LC 11.4=117(LC 3) FORCES. III-Mars.ConxPA4tx.Tom-AN topes 250(lb)or leas exceptWsrI stroen. TOPCHORD 1-3-364610 NOTES 1)Wind:ASCE 7-10:VMt=130anph(ass coed filed)Vasd=101mph;TCDL-I 2p d:BCOL=3,xi R25ft;0=451t;b24ft;eavexR Cal. 11;Exp O;End.,GCpi=O.1 O;MFRS(dlectlonal);cantilever tell and right exposed;end vmEcel left and right exposeC;Llxmber DOL-1.60 pule grip DOL=150 2)Ths thins has been designed fora 1 O par bottom crlord Ilve bad noncemmhenl nein any other live loads. 3)-Thia truss has been designed fora rw load of 20.Opaf on the boftom chord In NI areas Where a rectangle 35-0 tall by 2-0-0 Wells will ftt b aeseen the bodom chord and any other mambam. 4)Refer to girder(s)for muss to buss connedwns. 5) Proside reedxanical con lsollon(by others)of Imes to bearlW plate capable of wMstandIng 102 to uplIn at font 1.1141E uplift at loin 3 and 13 to uplift at jobs 4. 6)'NAIL ED'Indlcalea 31 Od(0.1 M-xX)or 2-12d(0.14e'xd2Y)III per NDS gulchres. 7)In the LOAD GASE(S)senton,loetls applied to the face of XW toss are noted as frond(F)or back(B). LOADCXW(S) Standard 1)Dead♦Roof Llve Manhunt):Lumbar Increase=1.25,Rate Increase=1.25 Uniform Loads pen Ver:1-3=-54.4 5=-20 ConcoMraded Loads(tb) Vert:10=-3(F)11=5(F)12=-8(F) AWARNMO-xxstr pvmlm m4AFdesome IN1 rMCdNa soloome lanarese MNCEMOFeF)ITJm.1.5 eEPoXY9f. laH IoauseaJYrNm MIeMtcmnscads Rktlaan kGaue oNY uwn p'>,rnrcocrsMun.avl hies rdhkAxd dx10Yq cexnFw,onl.ml hucry9am.6^.laeme,tte tWJrq WLL}¢amutl vglry IlurylY:LLYlryul Jeslgp palaneleuaW gq:611ybm,Gomle ah a Nla Iln ovmMl manpar4p.fiaendlroxaaeeawwerralalunmJ ona.INxlua nusweb�uoremramrmer ado.reewwa�aw.MY3w�l>e<maaemaxlml MiTek' aewaPaewxkea lw]aCllyaglo wr�Inml�r aln l+aN4xeceNrxM rilxyaq won.aW mmapr. roa9aala,d9uaa�ara�aal-0m„ Seo4 P.�ke Sr eNe. ladtalbrt doaaoa..xxnr•ar rraawanae aarm9 orle�e:nae m,sparmv.�ewelmnlnwlr enl.m,pseaaaaa rens wlMa9 coraa�•.nr re FL ax10 xNh maoamonoe orotate nom hwaama n.lm,ln.ale N.xre vaeeM..wll5alz.ae.mem.vAaa3la. _..._ �_ ,ybTmss i/ucs Type ON Ply Riversitle Homes-Crit 135 ABCC-JB T11310076 J1]0302 JOB Carer Jerk 4 1 Jab Rel el al hatalg BdlEirg Supplies. Jekeom411e,FL Br5 bO'U rf3201]MlTeklnduehie-'i- Wed Jun715:13:2320V 910ytHpe8 IO:PsrGMOTbjsBNotlE W FHU1 zEyeGCUHVF?NICMM'SokR]W ICBtlIXAreiPigklDLyOlxBe8O o-lae 4.00 /2 style=/6.1 2 1 I6I 3 a4= oto-. al--iae LOADN4O(psi 6PACINO- 2-0-0 CSI, DEFL In (fiat) UOeB LN PLATES GRIP TILL 20.0 Plate Gdp DOL 125 TC 0.00 Ved(LL) -0.W 4 >999 240 MT20 244/18D TCDL ].0 Lumber DOL 1.25 BC 0.00 Ven(TL) -0.on 4 >999 180 BCLL 0.0 ' Rep Stress In YES WB 0.00 HorzQL) -0.W 2 We Na yyeigbb 5 I FT=20°b BCDL 10.0 Cale FBC20HVTPNOD] McMx-MP LUMBER- BRACING- TOPCHORD 2x6 SP Ill TOPOHORD Shudu2l Mod sM1eathing Nredlyapp11e0 or P1041 a:puOlre. BOT CHORD 2x6 SP No.2 BOT CHORD Rigidce111ngdiredly applies,or 1000 oc placing. MTek recomme.a that musA zer.and required ems.bradng be Installed during tones erecllon,in eccoMmre w1M Stabig2er 'I I loll Itla REACTIONS. fildidm) 1�2/030,2=1BIk4aMeNcal,3=lYMecM1aniral Max For, 1=12(LC 12) Max Uplift 1=-5(LC 12),2=13(LC 12),3=-5(1-C 12) Max Gmv 1=32(LC 1),2=18(LC 1),3=15(LO3) FORCES. hot-Met Comp.Mlax.Ten.-All laces 250(Ib)is lees except Man shown. NOTES 1)Wind:ASCE]-10,Vu1613gmph(3-second gnaf)Vedd=101 mph;TCDL-1.2psf;BGDL=3.epsl;M1=25ft;B-Mf;L44fC eave>11;Cat. 11;Exp C;EMIL,GCPI=0.18;MFRS(NrecImnai)amt C-C Exlerm(2)Zane;ramilever left ala fight a posed;and Will left and haron;Luminer 2)This putshd:Cas been designed Ia a 100 par whom formas& RS for reactions cherd live load nononctoentafth amlad omerr Use loe�L=1 BO 3)'This truss has been designed for aIlve load of 20.0per on the hoftom Mord in NI areas where a neon de3-60/ell by 2-C-0arm, yd11 fit f»hvee,the botlom chord and any other members. 4)Refer to girder(s)for truss to turn conneMom. S)Protide meManich com a%on(by oulem)d Mom to bearing plate cepaMe of withstanding 510 uplift at joint 1,13 lb hitt at 16M 2 and S ID uplift at joint 3 WARNMa.VarNy WYanpf�er�xnxa wMPFIaIgIE9 aI116 ANOWLLVOEatlrEY PEKMNCE e1OE M1)4Am'.IOVYNI6 aEPoaE U.E am wla 1n,am oav em Wlekai,.mreolm.mxdmq�se,a�aoavwm lvoma/aarowa.memo,maiexldua l>yme�mr.�aem.rm ems.nem.Baha�se.n�awda9aaew.w mi.1.=nrvlremllr�le�lmw�aelw.••lvamwlrno.+wrow mxewa�mw ne o.emll MIT6k. dlaeW amm ® .F2lMkala/h/o wewdnl kuclLnH o/h]WAe1 Mm'wvb aWlw efaea memaea Mr Mtlll,U.hemwxm mn[�nm�entamlre awareeaaevw nminrmdrowmmaloal¢sewmmwmaPawank.varJwowidvddam�.rr»eaao�a edeame ware n� ema nwM se aria �A^algn.ywma.aMum.ereCM1n ala pxheollpvesaq nusm/ems reelwVml OudMemMo.w.asuw sCAwugeenwnam ienpe.FL oano yp141y yyampxm aWtlle Ydn leas FMeeaIM mN.teedaeal.We,112.Nut(xMb.VAY111. Job Truss Taxer Type -�— Ory PW R'rversMe Homes-Ld 135 PSCC-JB T1131007) J1]w02 Comer Jack 4 1 Job al 1 e 11 MelldrM BOildirg Supplies. JeMonaille.FL 8.1105 AW 13201)MRek lndustrlK.lnc. Wea Jun I15:I sicmu ray.. ID:PUGMOTejx8NOI1W0FHUtEEyeC-g4rHS101MgnmlPJebEwNIM BBIBUOlIW15VGIE8e8P 2-10 9 2 t68 Sole=1:11.5 4.oa 12 I% 2 1 i 4 2468 24pe PNte Ousels Y-- 1:0-2i 005 _ LOADING(psf) $ PACINlk 20o CM. DEF L In Ilocl Udefl tM PUTES GRIP TG`M 200 $at Gdp DOL 1.25 TC 0.14 Veri -O0o 47 a090 24) MT20 244hw TOOL ).0 Ijear DOL 1.25 SC 0.w Vei -0.0147 >899 180 BOLL 0.0 ' Rep Shadlncr YES WB o.00 Horz(TL) 0.00 1 Na rJa Weigel.12 to FT=20% BGDL 10.0 Code FBC2014 PI20W Mathx-MP LUMBER- BRACING- TOP CHORD 8t4 SP 1402 TOP CHORD Stmanot Waal saesthin,dlredly applied or 2108 w Pudica. BOT CHORD 2x4 SP No.2 BOT CHORD lend wMIW directly applied or 10UU w bradr SLIDER Left 2x4 SP NO 2 2-0-0 MITek recommeni s that StablllEers and required crone bradhi be iwteled oneW twee eredl0n,In aocordanx,Wge Stabilizer Insteladon REACTIONS. (w/siw) 1=104WO).3=I1IMachanical,4=33RAec1laniwl Max Horz 1=3 (LC 12) Max UPIM 1-25(L012).�4I(LC 12),4=3(W 12) Max Gree 1=104(LC 1),3E-71(LC 1).4717(LG 3) FORCES. (Ib)-Max.COmp.IMex.Ten.-All tolcw 250(Ib)or lase except Wean shown. NOTES 1)Wind:ASCE 2-10;VUf=130mph(3-sacmM ghat)Vasd=101mp11;TCOLd.2,xi BCDL30wC 8258;B-tSft;L=24fl;wve�lft;Cal. if:EV C;End.,Gi MW FRS directional)and CC EMellorf2)wife;cantilever left and tight exposed;and veMoal left and dgMexpreed;C-C for members and wtws 8 MW FRS for reectlons ali Lumber DOL=1.80 plate grip 0OL=1 80 2)TNs Huss have been designed for a 10.0 psi Eoftom chord live load noncondunent Wlb airy ober live wade. 3)'Tds Wee has been deigned for a live load of 20.Opsl on the ove m chord In all areas ari a rectangle 38-0 tell by 200 Wide W111 At bdwee,the Loh0m chord and arty other members. 4)War to girder(s)for Imes to thea connecNow. 5)Provide medtadd-I codrartion toy deem)of thea to bearing plate capable of Mihatanding 25 In uplift at Join 1,47 to will at Joint 3 and 3 to uplift at joint 4. 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On ggqO ;m¢o TZZ 110. � 3 CD aWm `�' m aN oO ,v m " 6 ss sg Np om =m U� gN < NN. PW y L"iA OV�7 n \V m smm m Nv D z F `� ro m m c J m ��vGGL m p n c p ao m 1 ro -0 3 m 'm_° n m i im �f V 7cA1 > v � a N W os m m a 3ff f m 3R m 0 0 E; a < z m oy m m z m z TOP CHORD n ou v v n o �w 3v IIo n egn y ¢3sz °J; 3 D P'g. n6 a8� E„ �G a � 3 3a� '�` RQv $S O N M �h£ s�® 9 0� �2 9ag z Q� 3' �� O RM 3 mm °g6 3.888 -3 W O 0 .IXJfl$ 8 34 a m& 03 a msso� 'm mI. m3 mvo a mR� flS noR�3 b�r O m no -R agm n �gg a3� �S s 3� sgp $° -8 of .. g n 3 sg ��g ov m£ 7 3'3$ o d 5'm 4'gm Bq, 3° "Oa2 �� °Q R0 axo m Bm a� Hal ao � � oar m4� z ds 4 3 0 3 .3 4£ a3 y33.5 8ss$ ° o �a8 "6 02 Em Z. pp D Rjai o Q Q " sp m n m �a 4 $ '3d 3'3. pm m 9-- Z.d8 3 a Y0 Fmv S� >a N o �.= o ¢ 4 �R a sg 8$ 'mR �� a" o �$" �a �o �< o a o° .0Ss 3'0 � 3 fl $ 23 �m n o m� a fla n ao °a �o' -o fl o �� nm N "G " c ,`pd `4 0 �_ g �" 3 ft a28 a 3 3m 4 N M II II II I e II DIN $ I II II L Tp !ANAL L _JL _J _J I-----'i iFAMIIYi e I IM1�VV�Y�lROOM o II e I I I II R I II i I II �II I III L_____JIL__—_—_JII L__T__J II a I II II I �OYER � III C II ypc I � CAFE a nays IT lip . lS v a /6Am II 1 u >B DA ea OWNER'S g�q,, T Ai S—UTTE— ow7H (If li 3ED#2 ° s � pn" _ J WE y„ u` CRs o�n slim DeruxxAe suoeeme ;�°... Flk[bn Lou= OF Stale= .L OUC'i2x., nFLOOR PLP TR lx awnin AInNee NlenPh 21 C=CFM on D-1, NOTE JQ FRAMER: EttFRYJK�'_ a e o NOTES nYJw10Mr5 Po2E AP'ROMiMAiE '. `LZES:xEFFR"p 1.465 ;-]rvs FaR zoten evcwres PRice EV CX INLAMIoay. ' CtE0L.6.INFAMIw zOJM '.13 L1UW."SIrvK N' MNYIE2'SSMNE2 r.;rvdrxw MnsrEe P.nc(J)2f 'w4 II II II n F I I PORCH I , A m I II m d 11 II UDY ' — 6�I LnD2Y•�j41, �, i RIVERSIDE GARAGE HOMES -- 17.PL L�.t, _°••" 1pm" i � e F Xuild with eonfideNce c mAm-Y I4u I`>e31 �'° rnmsnn/weH(M.Fw°rm h FAI �' laFmnWh.Fkrvl°3222i DED #3 e 6 AT 63 4Xd j lAt 135 "Y 0 Atlantic Beach Country Club i^ Spec Home Floor Plan IE02 Efedtime Oet Drts Allsutic Beuh.Fl.32D3 SQ. FTG. CALCULATIONS Lvov ziu Jn,.mJH war+Nn s""' GnxArx M9 ECG£ PORC-- t96 " p3,SL]lll] LMA z62 Ila•.L•V tOLti-L6YEF� 3?W a 8 MECHA.\CAL EQUIPMENT NOTES: `9LQ'pJ-`.i ELC"S li'GARACE 3 L3 M 26 G1Gf SN:Ei 'EE:WIM W OPEFYYb'MO G0.CAGE AE 0,EE J1E8NiN BY: ==.G R.MI 2 M&9'0.EARAM:ERE�LS.EOAROU`fi AL-SIMES MEL'nNLALEC`5, L'IY'QE,�r IICLI,IIEIWILEKrmAL wlmn Lanweaw.�au 'JFA'=EMI II ES Q9EINGn.LEAS'2'rvIOER "-A%IIEFU rvACf M.AR HA`CLE4 UMFJIXQ BY.. ^eyrpMCJ'EJ NEQIAMWLU 551v.L-E --J— .d A.G '.."REUf\^_L'M.UAVLE wIM FESFf.T GR. Iq. E.i.., x'372. Sd.369])I9 ci c � C 00 DOUBLE PLATE NAILING N END VERTICAL BRACING REQUIREMENTS _ I I ( �' am BRITTLE FINISH FLEXIBLE FINISH EXTERIOR BEAM(AS NOTED) NAIL SHEATHING TO HEADER WITH(2) _ w ROWS 0.131"x 2%"NAILS @ 6"O.C. _ � cn BRACING 16"O.C. 24"O.C. 16"O.C. 24"O.C. DOUBLE PLATE o Z m NONE REQUIRED 0"TO 53" 0"TO 47" 0"TO 67° NOTCH BEAM AS REQUIRED TO 0"TO 59" NAIL SHEATHING TO HEADER WITH(6) N Y 0.131"x 2X AT EACH END(TYPICAL) n CID FIT BENEATH DOUBLE PLATE "x MY € - 2x4 L BRACE 54"TO 114" 48"TO 99" 68"TO 145" 60"TO 126" 3"O.C.NAILING WITH 0.131 NAILS ^ � 2x6 L BRACE 115"TO 182" 100"TO 158" 146"TO 232" 127"TO 201" BEAM BEARS ON(2)2x_JACKS INTO BOTTOM(TYPICAL) w (TYPICAL U.O.N.) cn w H uj BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER CONDITION: NAIL SHEATHING TO KING STUD m zV: @ 12-O.C.MINIMUM. x - m FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL,BRICK (NOTCHED BEAM) �� 04 VENEER,ETC. rn RATED ROOF SHEATHING c W o Qa] Z 2x—L-BRACE NAILED TO VERTICAL WEB _ EDGE NAILING PER SHEARWALL o o r— REQUIREMENTS. NAILS MAY BE 12 WITH 0.131"x 3"NAILS @ 6"O.C• STAGGERED ACROSS TWO JACK ^ Q w f- STUDS. ; o H , , m = VERTICAL WEB IN GABLE END --- �/ % = cn 4 c� NAIL SHEATHING TO DOUBLE PLATE WITH / '= o TRUSS _ (2)ROWS OF 0.131"x 2%"NAILS @ 6"O.C. %'�/ EDGE OF PANEL(TYPICAL) O a 2x_LOOKOUTS AT 48"O.C. NAIL SHEATHING ALONG BOTTOM OF a 00 v HEADER @ 3"O.C. %' Lu INSTALL DSP CLIPS @ 24"O.C.OR >, > 1 "OR 24 SPH_@ 32"O.C. ;; Z SPACING (SEE TA ANCHOR BOLT REQUIRED WITHIN 6" Lu EXTERIOR BEAM(AS NOTED) OF KING/JACK UNIT-MAY BE CD DOUBLE PLATE LOCATED ON EITHER SIDE. y to BEAM INSTALLED BENEATH DOUBLE PLATE ANCHOR BOLTS AS REQUIRED---------- co FLORIDA C.A. NUMBER; 25846 BEAM BEARS ON(2)2X_JACKSFLUSH HEADER CONDITION DROPPED HEADER CONDITION o �. (TYPICAL-U.O.N.) CONDITION: 2 � NIIIINNINI/tJ/p O (DROPPED BEAM) g:•,•...w...,,• �v .• x.15 E •. - 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 LVL OR PSL HEADER �•�'` SD-3 SD-3 SD-3 SD-3 NAIL SCAB TO TOP CHORD WITH .• ALTERNATE ANCHOR: (4)0.131"x 3X"NAILS L ®1` Y"x 6"TITEN HD / 1 -- ADD 2x4 VERTICAL SCAB IN EACH NAIL EACH END OF BLOCKING TO C` MECHANICALLY GALVANIZED BOTTOM CHORDS WITH(3)0.131"x 3 PSON,PE EXTERIOR BEAM ( ) TRUSS IF NO WEB IS PRESENT X„ E FL PE No.50791 ROOF SHEATHING (AS NOTED) WITH 2"xYa"WASHER COMMENTS: H6 CLIP FROM (EACH TRUSS NAILS TYPICAL AT INSTALL 2x4 BLOCKING BETWEEN coma TRUSS BOTTOM CHORDS @ 12"O.C. MONOLITHIC FOUNDATION- ROOF TRUSS(BY OTHERS)WITH POST TO BEAM 2x4 X-BRACE ACROSS LENGTH OFCD BRACE(IF REQUIRED) LAP BEAM PLIES AND SHEARWALL EXTERIOR BOTTOM CHORD OF TRUSS NAIL AS SHOWN-(5) 13x 6 TITEN HD SCREW ANCHOR NAIL EACH BLOCK TO DOUBLE PLATE i TO REPLACE(1)ROW OF LATERAL 0.131"x 3Ya"NAILS PER PLY NAIL SCAB TO PLATE WITH(3) or YB x 6"SCREW ANCHOR BY L BRACING INSTALL 2x4 No.2 SYP T-BRACE I PT POST(AS NOTED) HURRI-BOLT, INC. WITH(3)0.131"x 3X"NAILS NAILED TO EACH PLY OF TRUSS WEB AT -- PT POST(AS NOTED) 0.131"x 3Ya"TOENAILS or e"THREADED ROD SET 4Y"INTO o ABU POST BASE ADHESIVE 0 6"0.C.WITH 0.131"x 3"NAILS H6 CLIP FROM POST 2x4 BLOCKING BETWEEN TRUSSES DOUBLE PLATE CD TO REPLACE 2 ROWS OF LATERAL TO BEAM (AS NOTED) TOENAILED TO DOUBLE PLATE WITH O STEMWALL FOUNDATION•EXTERIOR MINIMUM Xs"RATED SHEATHING, BRACING INSTALL 2x6 No.2 SYP T-BRACE s 0.131"x 3X"NAILS 4"O.C. "- I i EXTERIOR BEAM THREADED ROD @ YY THREADED ROD SET 7"INTO EXPOSURE I FASTEN AS NOTED NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) WITH NUT SET IN --- ----- L y---------�---- WITH 0:131"x 3"NAILS @ 6"O.C. •0 } ADHESIVE TRUSS(AS NOTED) ADHESIVE ON WALL LAYOUT(BLOCK ALL r PLAN VIEW AT TOP OF POST (7"EMBEDMENT) INTERIOR APPLICATIONS �_' EDGES) ca DOUBLE PLATE In ° a S 5" — 3 MINIMUM Xs"RATED SHEATHING, '- IF EDGE DISTANCE EXCEED 12 EXPOSURE I FASTEN AS NOTED USE MONOLITHIC CONDITION -w NOTE: ' ' al I a ° / ON WALL LAYOUT(BLOCK ALL EDGES) cu °a . .° co T-BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS — — — IMPRACTICAL. SIDE VIEW AT BASE OF POST cu a) T SECTION - TYPICAL T-BRACE u DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST w DETAIL - TYPICAL DTT2-Z INSTALLATION x SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS SD 3 SD-3 SD-3 (USP DTB-TZ SIMILAR) SD-3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED � SECTION - CONNECTION OF PERP. SHEARWALL TO TRUSS 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL V a TO BAND BOARD WITH 0.131N 3Ya" SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED LAST TRUSS IN ROW REQUIRING BRACING NAILS @ 6"O.C. caas NAIL DIAGONAL BRACE TO BLOCKING I °o WITH(3)NAILS cmc 2x4 BLOCKING-TOENAIL OR ENDNAIL 2x_BAND BOARD PER TRUSS Em EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING w 3 w o MANUFACTURER TRUSS(AS NOTED) MONOLITHIC FOUNDATION CD (3)NAILS cn 2x4 SPF NAILER-NAIL TO TOP PLATE WITH EXTERIOR aa) YB"CLEARANCE BETWEEN PANELS Y"x 12"TITEN HD SCREW ANCHOR BETWEEN FLOORS 0.131"x 3Ya"NAILS @ 6"O.C. or Y"THREADED ROD SET 7"INTO NAIL DIAGONAL BRACE TO INTERMEDIATE ADHESIVE rn WEBS WITH(2)NAILS STEMWALL FOUNDATION-EXTERIOR o 2x4 SPF No.2 DIAGONAL BRACE 2%z"RATED SHEATHING RIM BOARD- %"THREADED ROD SET 12"INTO L (TYPICAL AT EACH END OF NAIL TO TRUSSES WITH(6)0.131"x 2 Y" NAIL PORCH SHEATHING AS NOTED ADHESIVECD CONTINUOUS LATERAL BRACING) NAILS. 0 NAIL DIAGONAL BRACE TO TRUSS EXTERIOR FRAMED WALL _ INTERIOR APPLICATIONS- ca d WEB WITH(3)NAILS TOENAIL TRUSS TO PLATE WITH („a IF EDGE DISTANCE EXCEEDS 5"USE l h ` X"x 12"TITEN HD SCREW ANCHOR (2)0.131"x 3Ya"NAILS or Y8"x 8"TITEN HD SCREW ANCHOR n = DOUBLE PLATE(U.O.N.) or%"THREADED ROD SET 6"INTO 8 ADHESIVE W Q W z SECTION - TYPICAL OPEN WEB FLOOR TRUSS KZA SECTION - EXTERIOR WALL PARALLEL TO TRUSS ° a°' E 0 , SD-3 SD-3 SIMPSON Y"O x 6"TITEN HD OR CONTINUOUS LATERAL BRACE(QUANTITY "THREADED ROD SET IN ADHESIVE �' (�J ~ Q AND LOCATION DEFINED BY TRUSS SHOP WITH MINIMUM 4"EMBEDMENT c DRAWING:) Z WITH 1"WASHER ani _j NAIL CONTINUOUS LATERAL BRACE TO cn BB DETAIL - TYPICAL HTT5 INSTALLATION W a a EACH TRUSS WEB WITH(2)NAILS SHEATHING FIELD NAILING2 > Ln Z �"IROOF TRUSSES(BY OTHERS) SD-3 (USP PHDS SIMILAR) as .... DETAIL -ANCHOR BOLT � M Q UPLIFT CONNECTOR(AS NOTED) SHEATHING EXTENDS DOWN ONTO W ui 2x4 SPF BLOCKING-NAIL WITH(2) RIM JOIST MINIMUM 6" a' J w TO ALLOW FOR NAILING MONOLITHIC FOUNDATION- 3 TRUSSES MINIMUM 0.131"x 3X"NAILS AT EACH END EXTERIOR"THREADED ROD SET 15"INTO c U a ( ) (END NAIL OR TOENAIL) EDGE NAILING rn FOR CONTINUOUS LATERAL BRACE NUMBER: UNTY: AT SOLE PLATE ADHESIVE �c 17.0929 DUVAL DOUBLE PLATE f RIM BOARD STEMWALL FOUNDATION-EXTERIOR NUT WITH 2"x 2"x�s"WASHER 21 114" =1'-0"(U.O.N.) NOTES: 2 ROWS 0.131"x 2Y"NAILS s"THREADED ROD SET 15"INTO ALTERNATE:SIMPSON LBPSY SLOTTED = His DRAWING (( )) ADHESIVE WASHER WITH 1"WASHER. ELEASE DATE: TRUSS BOTTOM CHORD $1AGGERED @ 6"O.C.REQUIRED �+c 06-09-17 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER(U.O.N.) IN UPPER AND LOWER SHEATHING INTERIOR APPLICATIONS- a"O THREADED ROD OFFICE COPY NAIL PORCH SHEATHING AS NOTED MIN.Ys"SPACE BETWEEN PANELS IF EDGE DISTANCE EXCEEDS 5"USE c 2) ALL NAILS SHOWN SHALL BE 0.131"x3"NAILS(U.O.N.) SHEATHING EXTENDS ABOVE %"THREADED ROD SET 8"INTO 3 3 „ DRAWN BY: EXTERIOR FRAMED WALL SIMPSON/"O x 6/ TITEN HD ROD COUPLER a) JCG DOUBLE PLATE MINIMUM 6" ADHESIVE WITH 1"CUT WASHER CHECKED BY: TO ALLOW FOR NAILING °a a OR 8"THREADED ROD SET IN ADHESIVE WITH rn TITLE:SECTIONS AND DETAILS EDGE NAILING AT DOUBLE PLATE MINIMUM 5"EMBEDMENT WITH 1"CUT WASHER y (2 of 2) Z SHEET: Y DETAIL - TYPICAL LATERAL TRUSS BRACINGDD SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSSEE DETAIL - TYPICAL SHEATHING NAILING BETWEEN FLOORSFF DETAIL - TYPICAL HDU8 INSTALLATION cc DETAIL - THREADED ROD ASSEMBLY SD-3 SD-3 SD-3 SD-3 (USP PHD6 SIMILAR) SD-3 SD �3 IQ ti c � rn DESIGN SPECIFICATIONS: GENERAL NOTES: g• All concrete slabs on grade shall be the thickness as indicated on the drawings over Clay Masonry(Brick): 13. Fasten plies of 1 '/d'wide engineered lumber as follows: CD 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. a) OD Project has been designed in accordance with the 5th Edition(2014)Florida Building 1. The scope of these plans is limited to the structural requirements of this project. 6x6 W1.4x1.4 NWF lapped 8"at edges and ends in conformance with ASTM-A 185, 1. Brick shall conform o ASTM C62,C216,or C652 for Building Brick,Facing Brick,and 3-ply beams with(3)rows of 0.131"x3'/,"nails @ 8"o.c.(each side) Code, Residential,and the Florida Building Code,Existing Building(as applicable). Architectural,civil(site),electrical,mechanical(plumbing and HVAC),waterproofing, or fibermesh reinforcement shall be used with a minimum fiber length of "to 2" Hollow Brick,respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6%"long SDW screws @ 12"o.c. e � N and flashing requirements are not addressed in these plans. complying with ASTM C 1116. The dosage amount shall be 0.75 o 1.5 pounds per 2110-0ch DESIGN CRITERIA: cubic yard in accordance with manufacturer's recommendations. 2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: 0) tJi. c 2. It is the intent of the Engineer of Record(Engineer)that this work be performed in vertical and 16"o.c.horizontal. Additional ties shall be provided around all wall w ; Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this pe openings greater than 16"in either direction,and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specifications for q g f � 9. Slabs on grad shall bear on structural fill which shall be clean sand free of debris and Design and Fabrication and = � J c Basic Wind Speed: 130 mph of construction and occupancy. other deleterio as material.Structural fill shall be compacted to a density of at least D.C.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). E Z Building Risk Category: II 95%of the Mo iified Proctor Maximum Dry Density(ASTM D1557).Termite protection a.Welded Connections: AWS 01.1 a Wind Exposure: C(Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the shall be rovid.d in accordance with applicable code requirements. If soil treatment 3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall b.Structural Steel latest ASTM'A36 F -36 ksi or ASTM A572 F -50 ksi e 0 contractor's sole responsibility t P PP q P ( y ) ( Y ) Building Classification: Residential p ty o determine the procedure,sequence,and temporary is used,the treatment shall be done after all excavation,backfilling,and compaction have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c.Structural Steel W shapes: ASTMA992(Fy=50 ksi) Y d Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during is completed. 22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails. d.Structural Steel Angles and Channels: ASTM A572(Fy=50 ksi) cn V y Wind-Borne Debris: NOT located in the wind-borne debris region construction. Adjustable or strand wire veneer ties shall be used at CMU walls, e.Structural Steel Rectangular HSS of Tubes: ASTM A500(Fy=50 ksi) 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 n N Unless otherwise noted,project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density 4. Unless otherwise noted on the plans,a steel angle L4x4xl/4 shall be used for ASTM A53(Fy=35 ksi) N owner and/or contractor. Examples of such items include,but shall not be limited to, commencing work. supporting brick veneer over openings. This angle will not be required for arched 4* W P (ASTM D1557 for a depth of at least two feet(2-0')below the bottom of the footing. rT 1 LU determination of grade elevations,drainage features,and special requirements 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. 3 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 followingminimum concrete cover shall be provided for reinforcement: the steel angle shall be attached to the wood framing with%"x 3"lag screws @ 12" w M plates,openings,sleeves,hangers,slab depressions,or other components as may be P o.c.or Simpson 3" Concrete cast against and permanently exposed to earth p Y"x 3"SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. DESIGN DEAD LOADS: required to attach and accommodate other work. 2" Concrete exposed to earth or weatherCq 1 'Y?Concrete not exposed to earth or weather WOOD FRAMING: 4. Holes required for bolted connections r0ay be drilled or punched. Flame-cut holes Cn Floors: 6. All details and sections shown on the structural drawings are intended to be typical shall not be used. W o The design floor dead load of 12 sf assumes a floors stem utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except 1. All wood framing has been designed in accordance with"National Design Specification c Z g P Y 9 9 12. All continuous einforcing steel in concrete shall be lap-spliced with the following 9 9 9 P ca wood subflooring over wood truss,wood I joist,or solid sawn lumber framing. The floor where indicated otherwise. minimum lengths: (NDS)for Wood Construction,"2012 edition. 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be #4 bars: 2 "minimum o notified if the floor coverings differ from the noted assumptions 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-painted with SSPC Paint 15(red oxide)primer. Prior N 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 Q W #6 bars: 3 ."minimum 9 Y 9 p PP p g, per SSPC SP 6"Commercial Blast Cleaning". op Roofs: drawings and any drawings prepared by others prior to commencing work. No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber,"published by 1- OR 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. the Southern Pine Inspection Bureau(SPIB). 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel 3 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. __1 Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of14. The contractor shall provide spacers,chairs,bolsters,etc.,necessary o support 3. All wood members exposed to weather or in contact with masonry,concrete or soil O d 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 shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-up after installation wbere;required to restore final finish. 00 DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compaction ends which are plastic tipped or stainless steel. L specified in the soils report shall be followed unless more stringent requirements are 4. If ACQ treatment is used on any wood member,then all nailing shall require HARDWARE AND ANCHORS: Floors: specified in these plans. MASONRY: hot-dipped galvanized nails meeting ASTM Al 53,Class C,or ASTM 8695,Class 50. Exterior Balconies: 40 psf If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, o Exterior Decks: 40sf CONCRETE: P General: United Steel Products(USP), or Engineer approved equal. Stairs: 40 psf(or 300 Ib point load) 5. Prefabricated wood trusses shall comply with NDS and"National Design Standard for a) Garages: 50 sf or 2000 Ib point load 1. All concrete work shall be in accordance with"Building Code Requirements for Metal Plate Connected Wood Truss Construction TPI 1-07 ." 2. All anchor bolts and threaded rods shell be in accordance with ASTM A307 or ASTM g P ( P ) 1. All masonry work shall be in accordance with"Building Code Requirements for ( ) All Other Areas: 40 "ACI 301 t l C t f ti ifi 11 "ACI 31 t l C t St sf rucuraoncree, 8- ,and"Specification or Strucuraoncree, . P Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI F1554,Grade 36. ai 530.1-11 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. �" FLORIDA C.A. NUMBER:25846 Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: 3. All metal connectors and hardware which are exposed to the exterior or in contact Without Storage: 10 sf Slabs on grade,footings,and mist.concrete: fc=2500psi 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 o 9 P 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of P 9 9 P yp g With Limited Storage: 20 psf Structural slabs,walls,beams and columns: fc=3000psi 2000 psi per A"TM C1019.Grout shall be mixed to provide a slump between 8"to 11". registered Engineer's seal for approval.Design notes shall include the rated load ASTM Al 53,Class C,or ASTM 8695,Class 50. With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc=3000psi capacity of the truss to truss connectors,and the manufacturer's license to fabricate " 3. Mortar shall conform o ASTM C270 and be Type M or S. Type N mortar may be used trusses utilizing the connector system proposed.The contractor shall approve 4. Anchor adhesives shall be either SET-XP or ATOP by Simpson Strong-Tie(withco � Roofs: 3. Cement shall conform to Specification for Portland Cement (ASTM C150) in brick veneer. fabrication and installation drawings showing size,shape and layout. Florida Product Approval)and installed according to the manufacturer's instructions. ��.�`"�� C,. SI��RS Less than 4:12 slope: 20 psf Holes shall be cleaned of all debris and brushed odt prior to installation of anchor c •..• S •• /L yfy 4:12 slope or greater: 16 sf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) 8. Jobsite handling and erection,including J '• p g P 4. The contractor shall be responsible for the design and installation of all flashing. 9 g temporary bracing,during installation of adhesive. •. �('j �. trusses shall comply with TPI/WTCA BCSI 1. s DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil,acids,alkalis,salts,organic Concrete Mason (CMU): ROOF COVERING: material or other substances that are deleterious to concrete or steel reinforcement. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened ca Walls: 1. Concrete masonry units(CMU)shall be ASTM C90-11 B,Hollow Load-Bearing 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 ; * OF W Wind loads with plaster or stucco finish: U360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the Connection Schedule. s • p Concrete Masonry Units,normal weight,with a minimum compressive strength of system. '( :Lc oll Wind loads with other brittle finishes: U240 structural drawings.All reinforcing details shall conform to"Details and Detailing of 1900 psi(fm=1500 psi). '•. SSP oP.� Z Wind loads with flexible finishes: U120 or U180* 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 AS-0M D3161 and be installed according to the o` A '••.�PL Q(��.•' \ *U180 for exterior walls with interior gypsum board finish. drawings. 2. All continuous I einforcing steel in masonry shall be lap-spliced with the following detail as shown in the structural drawings. manufacturer's requirements. Floors: minimum lengths: c '�f7��7 ••", ON,PE Live Load: U480* 7. Tolerances for foundation and slab alignment as well as placement of reinforcement #4 bars: 20"minimum 11. Guardrails,handrails,and guard in-fill components(Balusters and Panel Fillers)shall 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation ca * shall be in accordance with"Standard Tolerances for Concrete Construction and be provided b others. Manual,"and the manufacturer's requirements. E FL PE No.50791 Total Load: U240 #5 bars: 25"minimum P Y Materials,"ACI 117. Footing or slab edges may be u to 1/2"inside of the sill late. c OMMENTS: *Increased floor stiffness may be required by floor covering manufacturer 9 9 Y P P #6 bars: 30"minimum 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 Roofs: 3. Grout all cells containing vertical reinforcement in T-0"maximum lifts. specifications: to the manufacturer's requirements. a Live Load: U240 LVL or Parallam LSL CD Total Load: 0180 4. Provide cleano is per ACI 530.1-11 in the bottom course of masonry when the wall 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 cc height exceeds 5'-0". Fb=2,600 psi Fb=2,325 psi and valley material. Fc=750 psi Fc=900 psi 5. Beam reinforcement shall be continuous across control joints. Fv=285 psi Fv=310 psi Q CD .Q 8 CD .a 0 0 c ca rn c 3 c cc LIS c rn y CD cc All window, door and soffit assemblies shall be designed to withstand the design `c a� pressures indicated below and shall be installed in accordance with the CD CD manufacturer's requirements. Uri c Metal Connector Fastening Schedule •�' WIND PRESSURES ON WINDOWS, DOORS & Simpson ID LISP ID Uplift Capacity(Ibs) Fasteners Anchorage U.O.N. a A35 MPA1 n/a (12)0.131"x 1%" n/a SOFFITS (psf) ABU44-Z PAU44-TZ 2200(SYP) (12)0.162"x 2'/s"or(12)0.1 2"x 3Y2' 5/8"w/7"embed CII ABU66-Z PAU66-TZ 2300(SYP) (12)0.162"x 2%"or(12)0.1E2"x 3Y2" 518"w/7"embedco AREA OF OPENING EDGES RIP 5 INTERIOR ZONE 4 CS16 RS150 1705(SYP or SPF) (11)0.148"x 3"in each end •(22)total n/a -v Pos Nag Pos Nag DSP RSPT6-2 775(SYP or SPF) (8)0.148"x 1%"into studs n/a (6)0.148"x I%"into double plate C" 0 to 20 sf 23.4 31.3 23.4 -25.3 D172Z DTB-TZ 2145(SYP)1835(SPF) (8)'Y,"x I%"SDS %"w/4%"embed (mono)and 7"embed(stem) 20.1 to 50 sf 22.4 -29.1 22.4 -24.4 GBC HC520 n/a (5)0.131"x 1M."into gable brace n/a 50.1 to 100 sf 21.0 -26.3 21.0 -23.0 (7)0.131"x 2%"into double plate 100.1 to 200 sf 19.8 -24.4 19.8 -21.8 H2.5A n/a: use RT7 600(SYP) (5)0.131"x 2%"in each end •(10)total n/a a m 200.1 to 500 sf 1 18.8 -22.21 18.8 -20.8 H2.5T n/a: use RT7 545(SYP or SPF) (5)0.131"x 1%"in each end (10)total n/a E Soffit Design Pressure 1 23.4 -31.31 23.4 -25.31 H3 RT3A 455(SYP) (4)0.131"x 2%"in each end (8)total n/a Base Design Pressure 19.80 GCpi-t0.18 + " 42 g P - H6 LFTA6 950(SYP)820(SPF) (8)0.131"x 2/ in each end (16)total n/a H8 RT8A 745(SYP) (5)0.148"x 1%"in each end -(10)total n/a HDQ8 n/a: use UPHD8 7630(SYP)5495(SPF) (20)'/,"x 3"SDS 7/8"w/15"embed(SET-XP epoxy only) C HDU5 PHD5 5645(SYP)4065(SPF) (14)Y:'x 2%"SDS 5/8"w/7"embed(mono)and 12"embed(stem) HDU8 PHD6 6970(SYP)5020(SPF) (20)Y,"x 3"SDS 7/8"w/ 15"embed(SET-XP epoxy only) a) HETA16 HTA16 1810(SYP) (10)0.148"x 1%" 4"embed o HTS20, HTS24 or HTS30 HTW20, HTW24 or HTW30 1450(SYP) 1245(SPF) (10)0.148"x 3"in each end •(20)total n/a c HTSM16 or HTSM20 HTWM16 or HTWM20 1175(SYP) (8)0.148"x 3"into wood n/a cc _ (4)%"x 2%"Titen into CMU 42 (4)''/:'x 1'/."Titen into concrete _. M .c TYPICAL EDGE STRIP(5) HTT4 HTT4 4235(SYP) 3640(SPF) (18)0.162"x 2%" 5/8"w/7"embed(mono)and 12"embed(stem) a HTT5 HTT5 5090(SYP) 4375(SPF) (26)0.162"x 2%" 5/8"w/7"embed(mono)and 12"embed(stem) a=4.5 LTP4 MP4F n/a (12)0.131"x 1%" n/a W LSTA18 LSTA18 1235(SYP)1110(SPF) (7)0.148"x 3"in each end- 14)total n/a C TYPICAL INTERIOR ZONE(4) LTS12 LTW12 775(SYP)665(SPF) (6)0.148"x 3"in each end- 12)total n/a MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0.148"x 3"in each end- 18)total n/a E L) a MSTAM24 MSTAM24 1500(SYP or SPF) (9)0.148"x 3 into wood n/a (5)VV 2'/, Titers into CMU iW Z {. (5)Y, x 1'/,"Titers into concrete rn MSTA30 MSTA30 2050(SYP)1820(SPF) (11)0 148"x 3"in each end (22)total n/a Z : MSTA36 MSTA36 2050(SYP or SPF) (13)0.148"x 3"in each end (26)total n/a CD U) MSTAM36 MSTAM36 1870(SYP or SPF) (13)0.148"x 3"into wood n/a CO (8) '/."x 2'/4"Titen into CMU LRELEASEDATE:(8)%"x l% Titen into concrete' � � Z II MTS1.2 or MTS20 MTW12 or MTW20 1000(SYP)860(SPF) (7)0.148"x 3"in each end- ,14)total n/a UU r Q u MTSM16 or MTSM20 HTWM16 or HTWM20 860(SYP) (7)0.148"x 3"into wood n/a cLU (4)YV x 2%"Titen into CMU -(4)Y:'x 1'h"Titers into concr to ccO PA51 TA51 2940(SYP or SPF) (14)0.162"x 2%"or(14)0.1 2"x 3%" 4"embed CDSPH4 or SPH6 SPTH4 or SPTH6 680(SYP)585(SPF) (12)0.148"x 1 W, n/aSSP RSPT6 350 SYP or SPF 4 0.148"x 1'%"into studs n/a 0929 couNTY:DUVAL ( ) O(3)0.14$"x 1'/x"into double lateSTHD14 STAD14 4210 SYP or SPF W( ) (30)0.148"x 3 Y," 14"embed oL .0 � S Notes: yOT SCALE THIS DRAWING 1. All connectors are manufactured by Simpson Strong-Tie or USP Structural Connectors (U.O.N.) 06-09-17 2. SYP=Southern Pine; SPF= S race-Pine-FirP oFFIcE coP 3. Mono= monolithic concrete; stem= masonry stemwall or bond beam o, 4.Anchorage refers to threaded anchors with noted diameters and embedment depths DRAWN BY: JCG CHECKED BY: REVIEWED FOR CODE COMPLIANC W TITLE: CITY OF ATLANTIC BEACH 21 GENERAL NOTES OW SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS = SHEET: REVIEWED BY:_ i_DATE: y' N O L5 c � CD o� c •c a� c 00 STEMWALL u LO u0 L� w = J_ CD E C O Z . c (n W o 4 Y p E UCD a) P4 1 CL N W c:) = C CV c rTl � cn W w F_- ti ` Cn CL 9 ~� p w 24"x 24"x 12"PAD FOOTING 24"x 24"x 12"PAD FOOTIN rn N WITH(2)#5 EACH WAY WITH(2)#5 EACH WAY c z o rn c a) Ll: SEE DETAIL"E"ON SD-1 SEE DETAIL"E"ON SD-1 a 94'-9" o N 12'-0" 32'-1j" 00 10- 4'-7" 23'5" cn OR o 8'0" rn a — o.: J> m> US28-Z OR SURI1-26-Z L .r HANGER( PICAL) c ca — — — — —— — — — — — — — — — — — — — — —— — — — — o cn 10 FLORIDA C.A. NUMBER:25846 1 2cn x8 TREATED LEDGER wl o in o I I "HDG ANCHOR BOLT @ 18"O.C. a wj 0 I I I (SET ADHESIVE w/4"EMBED.) Lu 4 CONCRETE LAB WITH 6x6 W1.4xl.4 WWF i I I ca `% ao '''j OR FIBERMESH OVER 6 MIL VAPOR BARRIER " .•• �{' f E'•-,/,,'� ''; o I I o I I SIMILAR COVERING CLEAN AND COMPACTED FILL I I "—' I I S ` ••' '•• , '-; I I a :�?G M I i I I I o I L No PAVERS OVER SLAB BY OTHERS I I I SD-1 I � cu I FL OCD R's•° ��`. N N N X a) �'Oi/��v�7 I Q�ZQ .1�`f N N L L I a ` lTi "1°ir'OM® PSON,PE 2-6 FL PE No.50791 8-o >' OMMENTS: cu IJP N I I I 1P 4,-0,. 3 4-7 18'3" 2'-1" 4'-3" 8'4f Ln 2'6" 8'0" 0 4'-7" 2'-1" 8'11" 1'5" 8' 11" 2'-1" cc L CL U I I F I I � mr- _ CV - - - - - �� C� r ^ � I I H \\ L - - -i r — -I I— - - / L J N 36"x 36"x 12"PA FOOTIN L J _ — _ I v 3 CD -- WITH(4)#5 EA H WAY — — — — — — — — — — —— — —I— EMBEDDED STRAP AT I EMBEDDED STRAP AT m o I I I I SEE DETAIL"P" N SD-1 I I GARAGE DOOR OPENING GARAGE DOOR OPENING I I 0 H I I SEE DETAIL"F"ON SD-1 I SEE DETAIL"F"ON SD-1 I i c "v c" r - - - — — — — - - — — — — - I SD1 I I J m SD-1 I I a`a) - - - - - - - -_ — - - - - - - J r I I y 4 D 11-4 - - - - - - - - - - - - - - D r— L a- N U SD1 c - - - - - - - - - - - - - � Q cn I co M _ cli _� L _ J — � - - - �� — _ _ 6'-6" 51-2" 9-9 I I N 7-1 51-1011 5-4 2'4" 2f-6 2211ca 10 �� 1'-0" _ - - - - - ROVIDE RECESSbo P o FOR SHOWER b' I I PROVIDE RECES = 17 I I I I o B I (SEE ARCHITECTURAL PLAN) H I 4 10 SD-1 I I ( SD-1 FOR SHOWER ( I N Q I I I I c I F— I I (SEE ARCHITECTURAL PLAN) I I I Icn 2! N I I • I - - - - - - SD-1 I I 40J Ca- SD-1 I I 5'-0" I I I I v O L—ill,I SD _ ca - - -- - — — - -- - - - - - - - - - - - - - - — - - - - - L — L - - - - - - - �-j— - - - - - - - - - - - - - - - - - - - - - - - - �' _ F– - - - - - -- - - - - - -� Q v a W W a E = 0 • rn "' 58'-9" cn 12'-7" "' 23'-5" F— LJJ Z N a a 94'-9" CD J T w Q Q > � z OC � � a z 3 w o � J � a� 4d C NUMBER: COUNTY: 17.0929 DUVAL w 2 y =1'-0"(U.O.N.) CD DO NOT SCALE THIS DRAWING = RELEASE DATE: CJ=SUGGESTED CONTROL JOINT06-09-17 (j ft'VISIONS: LOCATIONS(SEE DETAIL"T"ON SD-1) — of .c- CONTRACTOR CONTRACTOR SHALL VERIFY ALL DIMENSIONS " DRAWN BY: USING FINAL APPROVED FLOOR PLAN PRIOR c JCG TO CONSTRUCTION CHECKED BY: MJR FSS UJ TITLE: 2' FOUNDATION PLAN a) y = SHEET: FOUNDATION PLAN OFFICE COPY N .2 IFF-ULL HEIGHT WALL SHEATHING NOTES: c • 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X600 SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHT OF 10'-1 YB"-U.O.N. a �...� N Lu21 M 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 °' y II SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1,48"-U.O.N. _ 'V^ J •E � E > c 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. ,= Z .5 NOTIFY ENGINEER OF ANY VARIATIONS o cn 4— J Y p E�'�/, Q -0 Q C W O = C N (D rTl 4t CL l� N ^ CO N c W 4 c Z rn O to u_ Z C'4 cn 00cn0 3 C" ADDITIONAL ADDITIONAL ca a HTS24 OR MSTA24 TYPICAL ALL HTS24 OR MSTA24 a 00 NOTE: S EXTERIOR WINDOW AND R NOTE: R TT5 SD-3 HTT5 >1 EACH REAR POST SHALL BE TREATED DOOR OPENINGS SD-3 EACH FRONT POST SHALL BE TREATED a 6x6 POST ONABU66-Z POST BASE 5D-3 HOLDOWN HOEDOWN 6x6 P05T ON ABU66-Z POST BASE c STRAP POST TO EACH BEAM ABOVE — — —_ — —_ — — — — — — — — — —_ —_ __ — __ — — — — ___ —_ STRAP POST TO EACH BEAM ABOVE CD -o WITH(1)H6-Z CLIP OR(1)MSTA24-Z — — (3)2x12 PORCH BEAM M (3)Tx12 P0–R( H BEAM WITH(1)H6-Z CLIP OR(1)MSTA24-Z — — — — — — — III TT5 III TYPICAL ALL POSTS-(U.O.N.) u, TYPICAL ALL POSTS-(U.O.N.) m SEE DETAIL"U"ON SHEET SD-3 III HOEDOWN a FLORIDA C.A. NUMBER:25846 ....................... ......................... ....................... I SEE DETAIL U ON SHEET SD-3 � NOTE: III I I!I III NOTE: THIS OPEN PORCH CEILING III II I�f II THIS OPEN PORCH CEILING .2 REQUIRES AMINIMUM�"SHEATHING III � � 411 REQUIRES A MINIMUM Y8"SHEATHING NOTE: L Z �iiAiiii1i11ii11i' FASTEN WITH 6d COM OR BOX IIIW ISI: a wo N FASTEN WITH 6d COM OR BOX ALTERNATIVE TO SSP/DSP AT DOUBLE PLATE, 2 s `= NAILS AT 6 O.C.ON EDGES 1 SIMPSON SDWC 15600 SCREW OR NAILS AT 6 O.C.ON EDGES m I) ISI• cnII O o` t�� rrrfs �••�• aolll AND 12 O.C. IN THE FIELD ALTERNATIVE TO SPH_AT DOUBLE PLATE, ••�ji AND 12"O.C.IN THE FIELD � I�� - - N � IIIA : N N 2)JACKS II (2)SIMPSON SDWC 15600 SCREWS STUD Illy II III: o E TO DOUBLE PLATE PER SIMPSON DETAIL. Zg1 L NIII ........................ ......................... ......................... MIN. I No.54r- 161 II ......................... ......................... ........................ : r IIIN o Y III' III ':, syse rc� III W DOUBLE A,,•.• (( III PLATE L C3R C� - `" ' , O,c•••......,..••�� ,,. N ,FSSI R (d�``•��, 0� III II v III FL��1��IMPSON,PE : III III: :.......................: ........................: ........ ................ Itl III II II II --•' FL PE No.50791 '•• �� '` >' MMENTS i III ii ii ca C 0 III II o III: Fill „ I III s-5 III SII 1' CD rn III ISI : . :Ill: oilMINI ca , III II ll�. 0II 1 m o III II l31 TT5 HTT ::::::::::::::::: ::::::::. STUD 600 I� SDWC 15 Q HOEDOWN _ ilim SCREW o IIIA HOEDOWN. . ..............: ...RAISED............: :..... ..... . ..: 2x6 FRAME � TT5 Ill = II STA24 OR HTS24 MSTA24 OR HTS2 J HOLDOWN III o IIIA AT RAISE BEAM (3) 1 %"x 18 LVL AT RAISE BEAM WALL m o �M Illo -- - - -- - - -- - - -- - - - - -- - - o N III (2)2x12 HEADER (3)2x12 HEADER Ill°- co = = = = = == = = — • � Ua X R 2J 2K 2J 2K o cc III" 4)2x6 BUILT-UP (4)2x6 BUILT-U m a ( SD-3 SD 3 III-- GARAGE DOOR SHALL GARAGE DOOR SHALL ELEVATION-SDWC 15600 POST(MIN.) POST(MIN.) o' (2)2x8 HEADER TT5 TT5 BE RATED FORA BE RATED FORA III II 2J 1 K F1EAiH WALL WITH MINIMUM SHEATH WALL WITH MINIMU m p HOEDOWN :HOEDOWN HTTS MINIMUM DESIGN MINIMUM DESIGN III Y8"SHEATHING NAILED AS SW-6 e"SHEATHING NAILED AS SW-6 o N `" HOEDOWN J PRESSURE OF PRESSURE OF OPTIMAL 22Y°ANGLE a III z 0 I X B cn m Uo 25.6 psf± 25.6 psf± ��\ 1q0 40 cu II : : : • - R ' ' . . . . X cn = N DOUBLE 3�° �� ........................... . In z PLATE \ �1 �I-ITT5 HOEDOWN I ¢ ' l m HOLDOWN . . ............. . 2 2x8 HEADER 2 2x8 HEADER .... . . : : SDWC 15600 \` 3"(+/•114"} CD II _ 2J 1K 2J 1K SCREW GARAGE DOOR NOTES ui STUD II 1• INSTALL(jj MSTA30 STRAP AT EACH END cn OF GARAGE DOOR HEADER NAIL TRAP cn S .... .... . ..................... . ................................... ............ . ................... . ................................... . . ........... . cn cu HOEDOWN :............................... : : ® .:::' .............................................. INTO HEADER AND JACKS BELOW cn N c SECTION-SDWC 15600 M� I�.. ..... ..................... : . TT5 HTT5 2. EMBEDDED STRAP AT EACH END OF GARAGE N cnI II HOLDOWN HOEDOWN I DOOR OPENING SEE DETAIL"F"ON SD-1 Z N N MIN.JACKS a z B Xcm UJI Q N ................ . C L�]i Y MIN JACKS S 5 SD-3 ' Uo II : : : @� : i d 3 . . . ............. � M ... .. : 2 . .............. .............. Q C!) . HTT5 � ..:.:: ............. � N a, 0 N N HTT III I) X B HOEDOWN b'' .. MI - THREADED ROD LEGEND: CD III ~ o 5D3 S5 0cn 2 JACKS HOLDOWN m z d . o • _ %"THREADED ROD FROM FOUNDATION TO DOUBLE PLATE II ¢ ;;;� ................: X (4"MINIMUM EMBEDMENT REQUIRED) MIN. o TT5 cn.. O z II TT5 "' "" HOLDOWN � J """ ' SD-3 I v O = %"THREADED ROD FROM FOUNDATION To UPPER g X a HOLDOWN B X �I m a FLOOR DOUBLE PLATE S 5 SD 3 �?� m o S 5 SD-3 0 (4"MINIMUM EMBEDMENT REQUIRED) o'N X v HTT5 o :x a HOEDOWN O = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE V HTT II z' TT5 SD-3 HTT5 i : . cc HOLDOWN ¢ I HOEDOWN SHEARWALL LEGEND: �, v HOLDOWN CL "'. . = NON-BEARING WALL 8 . .......... . 3 U) cu W W D = BEARING WALL _ SW-6 _ 8 = V D = SHEARWALLS FASTENED WITH 8d COM(0.131"x 2Y") 49 W Q NAILS @ 6"O.C.ON EDGES AND 12"O.C.ON cn Z INTERMEDIATE SUPPORTS CD SW-3 °' 0 = SHEARWALLS FASTENED WITH 8d COM(0.131"x 2Y") >, Q Q NAILS @ Y O.C.ON EDGES AND 12"O.C.ON uj Z INTERMEDIATE SUPPORTS °' > � � U r Q Z SBS = Lu SHEATH BOTH SIDES OF WALLS AT INDICATED SHEARWALL w O31 J � NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND SHALL (D U a BE NAILED @ 3"O.C.TOP AND BOTTOM PER JOB NUMBER: COUNTY: DETAILS"A"&"B"ON SHEET SD-2-U.O.N. w 17.0929 DUVAL WOOD FRAMED HEADER LEGEND: )/4"=1'-0°(U.O.N.) y DO NOT SCALE THIS DRAWING SIZE a = RELEASE DATE: OF HEADER 06-09-17 2 2x HEADER V c J K uj G c cn ` DRAWN BY: JCG QUANTITY UANTITY CHECKED BY: OF JACKS OF KING STUDS LL" 131 FSS LJJ TITLE: NOTE: O WALL LAYOUT a� ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2)2x6 No.2 OR BETTER SYP.ALL EXTERIOR HEADERS SHALL BE = SHEET: WALLLAYOUT INSTALLED WITH MINIMUM(2)JACKS AND(1)KING STUD AT EACH HEADER ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH N MINIMUM(1)JACK AND(1)KING STUD.(U.O.N.) S �3 c � CD c � � 21 E � N ch CDU Ill LLcn r I'll E '� O > C � Z •� c c E n rr1, � NOTE: CL (T 1 0 H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR C ^ � SIDE OF THE WALL �T.,� L TRUSS CONNECTOR SCHEDULE w d Z TRUSS ID LEFT INTERMEDIATE RIGHTcm c1q C11 H2.5T HTS24 H2.5T Z o c) o z w Q N �55 to ~ 00 OC! ALL OTHER TRUSSES H2.5T OR H2.5T OR H2.5T OR 3 0 0 (ROOF) SDWC 15600 SDWC 15600 SDWC 15600 C p cm a a NOTE: - co 1)ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD o o c o 0 o UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS c _ _ __ _ _ _ _ _ _ _ _ SHALL BE DISREGARDED o - - - - - — _ — = = _ _ IH 11 11 :I. — � _ — p'l I J08 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM y SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER FLORIDA C.A. NUMBER: 25846 III �� I4 ...... ......... ...... III DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR a ISI APPROVAL BY THE ENGINEER OF RECORD AND THE III �) I�f, III J g III: I J09 CONTRACTOR CD N `rpgN�gt�Gt�Uupp��,,' III III 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED c `�P�� S�M'1'1 ,0 "I"' J10 I I)I I J10 AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR `4g ��5'.• .......... Av III I)I. III APPROVAL OF THE ENGINEER OF RECORD •:`GAG 1 •°°°;° s III: J10 III III; '••••' ..••" """ "" I,I J10 4)HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE v\40.5 9 •` W III III INTERIOR SIDE OF WALL •° �� ° III I J10 (5)REFER TO MANUFACTURER'S INSTALLATION DETAILS •°�e°seL� � III I III WHEN USING SDWC SCREWS o r.�°•{��•,. `,�,� III III1 CIDs5 J10 I I I J O a �1 IPSON,PE III ...... ...... ...... III III: lil III E FL PE No.50791 OMMENTS: J1o•III • III; III IIIJ10 ca III �� Iii: III III ISI: IIIca CID J10 ill ISI: III J10 SHEATH ATTIC FLOOR wl ISI MIN./6 RATED SHEATHING. o J10 III I ISI :::::: :::::: :•.;::: III NAIL w/6d COM or BOX NAILSCD J10 @ 6"O.C.ON EDGES o III ........ ........ :...... ......... ...... III AND 12"O.C.IN FIELD. � n J10 I ( I J10 HTS24 Ao o T = __ _ _ _ _ — — - - - - — � ' o III TRUSS — —— — — — — — — — — — — J11 I11 HIII III �p'L J03 J12 - c III Jo4 ca c J12 ....... ........ ...... ..... . ......'. '........' '. ......... ......... . m �"� '�• II N N N N N N N N N J05 -a O O O O O O O O O O O O O O O O O O O O O - -� -77 CL d d a n a a d d a a a a w . ......... . . 777 a� J03 ✓� 200 �p� vi J04 — — J05 N FN// Q ......... 3 . ....... ....... I . ......Ii.. . JO cm cc II J05 CA J05 2 O I y III III J05 rn 'C J05 Q . ......... .... . C ... . ... v J04 0 J04I o c m �"� J03 J03 �, _ 11 11 4 ¢ ¢ Q ¢11 In In In Q o C) M N M M M M p� pp P• fD CO CO CO CD CD CO CD �7' d' 'q' M N V' d' N M M M M M M U ♦/� Q O O OQ OQ OO OQ OQ Q O O O O O O Co O O O O O O O O O O O �' Co O O O O O O O O O O N O v' v v v 0 c.) c.) U c) c..) c) c..) � � v v v v c) C v L) v ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ a o � � W w c � m 0 SHEATH ATTIC FLOOR w/ o = Q MIN./6 RATED SHEATHING. NAIL w/6d COM or BOX NAILS in– w z (� @ 6"O.C.ON EDGES z Q Q AND 12"O.C.IN FIELD. oc a a w z � 6w o c J � V CL d •� JOB NUMBER: COUNTY: 17.0929 DUVAL w E Y4"=1'-0"(U.O.N.) CD y DO NOT SCALE THIS DRAWING 2 RELEASE DATE: 06-09-17 C C DRAWN BY: c JCG CHECKED BY: C W TITLE: �' ROOF TRUSS LAYOUT a� a in = SHEET: ROOF I RUSS LAYOUT OFFICE COPY N c � o � 1 c v .c CD c 00 I�� N W N O LL_ U /1 r -E = J_ w E � C_ U^ Z 07 C C O Y Lu cn An E Q OVERHANG EXTEND RAFTER PAST DIAGONAL ^ `� Q- rTl N w 02 N � W cn 0. 31"x 3" NAILS @ 8" O.C. 1'-8" cn 2 u `° STAGGERED ACROSS OVERHANG 31-411 �' M ROOF SHEATHIN ALL INTERSECTING MEMBERS H o UJ INCREASE NAIL SIZE TO THROUGH TRUSS INTO RAFTER 0.131"x 3" AILS @ 8" O.C. z 0.120"x 3" RING SHANK IN FROM OPPOSITE SIDES OF NOTCH ROOF SHEATHING STAG FRED ACROSS o 0 o OVERHANG AREA INCREASE NAIL SIZE TO ALL INTERSEC ING MEMBERS • 0.120"x 3" RING SHANK IN o Qco co 1x6 T&G DECKIN OVERHANG AREA o 0 • �' O .. • 1x6 T&G DECKING -a • L r— C c6 O 2x6 RAFTER SLOTTED INTO GAP RE-ENGINEERED TRUSS FARING WALL c BETWEEN CORNER HIP JACKS RE-ENGINEERED TRUSS cn .y LOWER RAFTER TO ALIGN WITH 2x RAFTER SISTERED TO SIDE ca FLORIDA C.A. NUMBER:25846 BOTTOM OF T& G ELEVATION 0 TRUSS. LOWER RAFTER TO FARING WALL 0 ALIGN WITH BOTTOM OF T&G (i.e. RAFTER IS NOT CUT OR ELEVATION � ,•a>> $ 2x6 RAFTER SLOTTED INTO GAP r�1MP ' NOTCHED) `` SG�NSE °•� °'--, BETWEEN CORNER HIP JACKS LOWER RAFTER TO ALIGN WITH v o�O,ly� •:',* 2x6 RAFTER SISTERED TO SIDE BOTTOM OF T& G OF TRUSS. LOWER RAFTER TO cu N ` OF W ALIGN WITH BOTTOM OF T&G -soz gip`?.•' (i.e.e ) RAFTER IS NOT CUT OR NOTCHED °•. ��,c •* FARING WALL � �'' ��Q�'�� FLOYD S.SIMPSON,PE PRE-ENGINEERED HIP TRUSS FL PE No.50791 RE-ENGINEERED TRUSS OMMENTS: a CD CIO al i EARING WALL L 0 PLAN VIEW PLAN VIEW QD CLU d O A CORNER HIP RAFTER DETAIL a RAFTER TAIL DETAIL ` 0 S 5 S-5 m cu N rn c C a c cc y C O) N 'O fA C6 N a N L N C O) O (2) 2X6 DOUBLE PLATE10'-1 �" PLATE—, a a cc 2) cc cc 2x12 a ROOF TRUSS y 2X6 2x_BRACE NAILED TO AIL BOTTOM CHORD TO BRACE @ a) " " 2x6 CRIPPLES 16" O.C. DOUBLE PLATE WITH 0.131"x 3" NAILS @ 4" O.C. 4._A�WITH 0.131"x 3 NAILS @ 4 O.C. (2) 2x6 DOUBLE SILL 8'-0" S.G.D. HEIGHT DOUBLE TOP PLATE 'C T SLIDING GLASS DOOR TRACK 0 STUD----I, EXTERIOR INTERIOR ns V L cm Q a SECTION - SHEARWALL BRACING c SECTION - FRAMING AT SLIDING GLASS DOOR 8 W Q S5 S5 LLI o m E = V Lu z z �CD Q Q TLLI a 2 z CD � z w � W 0 a a JOB NUMBER; COUNTY: cm 17.0929 DUVAL w rn a) y111=1'-0"(U.O.N.) y DO NOT SCALE THIS DRAWING = RELEASE DATE: 06-09-17 ci c o c C DRAWN BY: JCG CHECKED BY: CMJR FSS W TITLE: DETAILS a a to = SHEET: OFFICE COPY S -5N 0 BRICK VENEER WITH 1"AIRSPACE AND WALL TIES o� c BRICK VENEER WITH 1"AIR SPACE aD CONT.FLASHING;PROVIDE WEEP ►� LO HOLES @ 33"O.C. AND WALL TIES C"a� ~ ccli "' E CD J O ROUT AIR SPACE BELOW FLASHING 2 u. E SILL PLATE CONT.FLASHING;PROVIDE WEEP I CONCRETE SLAB _ � J a) HOLES @ 33"O.C. i c z CONCRETE SLAB GROUT AIRSPACE BELOW FLASHING z c SILL PLATE o'+ r A gcn LLI N - --- ---- r' \/\/\/\/\i\, r CL N CONCRETE SLAB \ \\ \\ \\ \\ \\ \\ \\ I c N / / o = GRADE \ \ ; \\%/\\/\\�\//\\ / BEARING POST(AS NOTED) � GRADE \\j\\\\ \(1)#5 CONT. r GRADE \\� \�\\�\/\\/ I CONCRETE SLAB w ,_t_ CONCRETE SLAB I r \�8"CMU STEMWALL WITH(1)#4 @ 48"O.C. H, /j� \\j/\ \ \\j/\\j/\ (1)#5 CONT. • CONCRETE SLAB �j = M AND IN EACH CORNER. o z ✓\/ \ / /% \ ADD 8 X 16 CMU TO INSIDE OF — T — m ~� cCD D FILL CELL SOLID AT EACH#4 REBAR. \ \ �? GRADE u X cv „ „ r \ o /\ // / / STEMWALL AT POST LOCATION WITH �o ��'� a'° s//\//\//\// o o:., c w HOOK REBAR 12 INTO SLAB AND 6 INTO \ \\ \\ t ° °� \\ \\ \\r °\/\\/\\�\ W o \ \ \ \\ \\ \\ \\ FOOTING. \ \ \/\\//\\//\`• 'j // ° /\\\// (1)#4 VERTICAL IN EACH o RADE s ri/ /i Zf- 6r 5. \�i\\j �i� \\//�\ \\\/�\/�\/\/�// \\i� t p /% \//� ��\ \ \ \ \°\ ° \\. /\\/ �_ r T l = T ONE STORY- 2 #5 CONT. 1'-5" ONE STORY- 3 #5 CONT. \ r /��/`\ � '\ co r ��•� \ // / /\ '- W N ASN TED REINFORCEMENT(AS NOTED) (AS NOTED) REINFORCEMENT(AS NOTED) `2 c Q TWO STORY-(3)#5 CONT. 1'-9' TWO STORY-(3)#5 CONT. 1'-0" (1)#5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED) ao 3 Q c ca O a A SECTION - STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICK E SECTIO - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGE K SECTION - THICKENED EDGE P SECTION - INTERIOR BEARING PAD SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT G FOOTING SD 1 SD-1 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. 0 CD CD c 0 co En FLORIDA C.A. NUMBER:25846 SILL PLATE cn PA51 STRAP NAILED TO GARAGE _m DOOR POST.BEND STRAP INTO 3"MAXIMUM OVERHANG(OPTIONAL) O CONCRETE SLAB Z LL FOOTING AS SHOWN. STHD14 STRAP NAILED TO >, o — GARAGE DOOR POST. CONCRETE SLAB t ��ucc�cc��rccc;;�c 2 SILL PLATE O a z a m \\`�`'\' , , 0 w � EMBED STRAP INTO FOOTING COAPS6 C14 co c¢ w �; AS SHOWN. CONCRETE SLAB 5;. '••� cn i"%, • �•1S E #4 WITH 6"HOOK INTO FOOTING z o GRADE CONCRETE SLAB z //\ //�//� GRADE \\j\\ /\r AND BENT 12 MINIMUM INTO m \\j\ \\j\\j CURB HEIGHT VARIES 5cr ,(1)#5 CONT. _ _ _ — = THICKENED EDGE. \//\\ \//fir' _ �� .� : LL' \\ \\ \ \ s GRADE /\\\\\\/\\� z c / (1)#5 CONT. c6 OF w \r8 CMU STEMWALL WITH(1)44 @ 48'O.C. //\ I- GRADE „ p- AND IN EACH CORNER. %\/\/ ° a° °j y ° °° °° /\\/�\�\j\�8 CMU STEMWALL WITH(1)#4 @ 4B O.C. //��\ �. o' \ o / / AND IN EACH CORNER. FILL CELL SOLID AT EACH#4 REBAR. ° / HOOK REBAR 12"INTO SLAB AND 6"INTO //\// .. �< \//` ° ° a, Q. o \/ \//\//'FILL CELL SOLID AT EACH#4 REBAR. \ \ /\�/\\ — — XZ ° ° ^ ° /\/ a \// .i \//\\/% HOOK REBAR 16"INTO PORCH SLAB FOOTING. _ — _ _ — / / \ \ \ \ \ /\\/\\' a °� �. ° \� \ ° \/� AND 6"INTO FOOTING. c CD ° \� /'\ \/\//\ \�/ 8" (1)#4 CONT. cc FLOYD S.SIMPSON,PE — _ � �//\//\/ E FL PE No.50791 .. ��\/\\/\\/\\/\\/\\//\\/\\//\\/\\/\\/\\/\\/\\/\\ COMMENTS: r rr .\/ / / / /, /, / / / / /\/ 6 c_ ONE STORY 2 #5 CONT. 1-0 ONE STORY- 2 #5 CONT. \�\ \\ \\ \ \\ \\ \\ \\\\\\\\\\ /\\�\/\/\\/ \\�\/\/\/\/\� ca O <//i///////////�//////////r \\,�\� \\ \ \\ \ \\. NOTE: ,\\��\ \ \ \ \ \ \ �� REINFORCEMENT IS NOT REQUIRED ( ) $ 1'-8" TWO STORY-(3)#5 CONT. 1'-4" TWO STORY-(2)#5 CONT. 6 �jj j�jj//j�j • 1'-8" 2 #5 CONT. o \\X�\�\/r '"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. B t SECTION N - STEMWALL SECTION - MONOLITHIC F DETAIL PA51 INSTALLATION (STEMWALL) DETAIL - STHD14 INSTALLATION (MONOLITHIC) L SECTION - PORCH STEMWALL Q SECTION - NON-BEARING STEPDOWN SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT 5D-1 NOTE: IF ST-MWALL HEIGHT EXCEEDS 48"CONTACTENGINEER SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 CL R ADDITIONAL REQUIREMENTS. ENGI VEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. � CD j I SHOWER AREA F_-- SHOWER AREA I MONOLITHIC FOOTING ` BRICK VENEER WITH 1"AIRSPACE AND WALL TIES ctn 8"CMU STEMWALL c" c _ m F RM EDGE v` CONT.FLASHING;PROVIDE WEEP HOLES @ 33"O.C. PLAN VIEW PLAN VIEW a3 GROUT AIRSPACE BELOW FLASHING c BRICK VENEER WITH 1"AIR SPACE o' SILL PLATE AND WALL TIES m vs ca a) (1)#5 CONT, SILL PLATE m CONT.FLASHING;PROVIDE WEEP a) FILL JOINT WITH ELASTOMERIC HOLES @ 33"O.C. — GROUT AIR SPACE BELOW FLASHING JOINT FILLER 6"MIN. (1)#4 CONT. SILL PLATE (2)MSTAM36-Z STRAPS c CONCRETE SLAB SILL PLATE HEIGHT OF CURB VARIES CONCRETE SLABCL cn NAIL EACH STRAP TO CRIPPLE STUDcn 6"MIN. z WITH(13)10d COM NAILS CONCRETE SLAB - --- HEIGHT OF CURB VARIES(8"MAX.) �' 1)#4 CONT. 0 0 0 - o d FASTEN STRAP TO FOUNDATION \j\ GRADE CONCRETE SLAB - - 6"MIN. HEIGHT OF CURB VARIES(8"MAX.) \\\\\\\\ WALL WITH 8 Ya"x 2Ya"CONCRETE SCREWS cu cu GRADE \ \\//\\//\\ GRADE /\ /��/�� o O /\\�\� CONCRETE SLAB \\j\\\j/\\ INTO MASONRY OR(8)Ya"x 1 X"CONCRETE / / / = SCREWS INTO CONCRETE. CONCRETE o, 'CMU STEMWALL WITH(1)#4 @ 48"O.C. °�"°--''; ADE \\%\\%\\j \\ \ (1)#5 CONT. v I- "TAPPER" c GRADE /\ \/\ z SCREWS SHALL BE POWERS TAPPER WITH AND IN EACH CORNER. //\\/ 3 o z ° \\� "' . `//\ \//\/ /\//\//\ 8"CMU STEMWALL WITH 1 #4 48"O.C• RMA FINISH OR EQUAL. FILL CELL SOLID AT EACH#4 REBAR. _ ✓/// ° '///\// \ /\\\\/\ //// \\\\\\ \ O @ a s'\/\/ \ \ ° \ \ \ ////////AND IN EACH CORNER. a) HOOK REBAR 12"INTO UPPER COURSE OF T 0O \�\� : �4 U`✓\\% q `�'\/ "... //\ 8 CMU STEMWALL WITH(1)#4 @ 48'O.C. ? ��/\\/ i,/\\/� \ /\\/\\/\\ STRAP SHALL BE COVERED WITH SIDING OR cn BLOCKS AND 6 INTO FOOTING. \/ / / / / /\/\%\r - \ \ %//%// ° cr// // \ \\\ STUCCO \ \\ \\ \\\\\\ \` \� \\\\ // + // // AND IN EACH CORNER. \\ \\ �" .�-° �\i\\\i>� o � \/ � /j /j� FILL CELL SOLID AT EACH#4 REBAR. o FILL CELL SOLID AT EACH#4 REBAR. / /\ � \• ��/� � �/ • °° �. �..\�/jHOOK REBAR 16"INTO PORCH SLAB AND c 5'"\//\//\ \//\/ \, \\\\\\\\\ \\\ j// /�// / \ \/\\ 6"INTO FOOTING. _ _ NOTE: \ // ////�/ HOOK REBAR 12 INTO SLAB AND 6 INTO \� \\\\ \\ \\ � \ � \ \ � \\/ ° � THIS DETAIL MAY BE SUBSTITUTED FOR o� 1'S" ONE STORY 3 #5 CONT. 61r \\r`\\ FOOTING. � EITHER THE PA51 STRAP(STEMWALL)OR Q 1'-8" ONE STORY- 2 #5 CONT. 1'-9" TWO STORY-(3)#5 CONT. 1'-0" ONE STORY- 2 #5 CONT. 6" THE STHD14 STRAP ) o 1'-8" ONE STORY 2 #5 CONT. (MONOLITHIC). 1 8 TWO STORY-(3)#5 CONT. 1-4 TWO STORY-(2)#5 CONT. 1'-8" (2)#5 CONT. //\\/\\/\ TWO STORY-(3)#5 CONT. i\/\\\/\ 0 CD a C SECTION - STEMWALL AT GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE WITH BRICK G SECTIO - STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER M v SECTION - PORCH STEMWALL WITH BRICK R DETAIL - ALTERNATE FOR PA51 STRAP OR v SD-1 NOTE ENGINEER 11 AFOR ADDITIONAL REQUIREMENTSLL HEIGHT EXCEEDS 48" . SD-1 NOTE: IF ST MWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 STHD14 STRAP ' n ENGI�EER 0 ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. 0 Q W uj E = v SILL PLATE 0 Q LLQ Z cn (1)#5 CONT. CD o y FILL JOINT WITH ELASTOMERIC NOTE: W Q Q JOINT FILLER SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) m 117 Z AS SOON AS THE CONCRETE HAS HARDENED ENOUGH °' > CONCRETE SLAB SILL PLATE NOT TO BE DAMAGED DURING THE CUTTING PROCESS. TREATED POST U Q SILL PLATE SILL PLATE (TYPICALLY 1 -4 HOURS IN WARM WEATHER) — Z N Lu ABU—POST BASE WITH CD V a Z PAVERS BY OTHERS m GRADE \\\\ °O GRADE MIN. HEIGHT OF CURB VARIES(8"MAX.) CONCRETE SLAB CURB HEIGHT VARIES e"GALV.ANCHOR EMBEDDED -E SOB NUM CONCRETE SLAB 0) BER. COUNTY: CONCRETE SLAB FILL CUT WITH 1"DEEP x%"WIDE SAW " 12"(SET-XP ADHESIVE) 1�09?9-0"(U.O•N)VAL 8"CMU STEMWALL WITH(1)#4 @ 48"O.C. r _ ___ ELASTOMERIC CUT AT DENOTED EACH CORNER. � °� —. FILLER LOCATIONS. ° FILL CELL SOLID AT EACH#4 REBAR. m DO NOT SCALE THIS DRAWING HOOK REBAR 12"INTO UPPER COURSE CD Z �j\ a. //\\//\�o °a /\\/\\/' Q r\��y. \\ `° n a A\/ \ ' = RELEASE DATE: / /\/\/ �.° a //// \/\/a r <s`o�//\// > o�/ cs°/\/\% rr rr r 06-09-17 OF BLOCKS AND 6"INTO FOOTING. \ \ v,/\\; \\,\ , \\ \\ a. ° .• .a/ \\`\\ ) d ) z p ci \ �\�\/ \\ \ \ \ \ /\ �/� \ \ \ ° ° , - c .; 8 TALL, 12 SQUARE GROUTED c CONCRETE �\/�\ d o CMU OR CAST-IN-PLACE — PEDESTAL ON 24"X 24"X 12"PAD �, DRAWN BY: _ FOOTING WITH(2)#5 EACH WAY CD JCG ONE STORY 2 #5 CONT. 2 0 •c CHECKED BY: 1'8" ONE STORY- 2 #5 CONT. 4" ONE STORY-(2)#5 CONT. 1 4 ONE STORY- 2 #5 CONT. r rr 1'-4" TWO STORY-(2)#5 CONT. ' " TWO STORY-(3)#5 CONT. CONCRETE SLAB TITLE:FOUNDATION DETAILS 1-8 TWO STORY-(3)#5 CONT. -8 TWO STORY-(3)#5 CONT. OFFICE COPY D SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE H SECTION - INT RIOR BEARING J = SHEET SECTION - BEARING STEPDOWN T SECTION - TYPICAL SAW-CUT CONTROL JOINT U DETAIL - PAD FOOTING AT PAVERS SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 •- ENGINEER FOR ADDITIONAL REQUIREMENTS. SD-1 SD 1 SD-1 N SD � lO c � c a> c ao cm un HEADER NAILING REQUIREMENTS 21CD J ;, LL / M � DOUBLE PLATE 2x6 (3)NAILS PER PLY = J o' NOTE:REFER TO DETAIL"S"ON SD-3 FOR NAILING JACKS AND KING STUDS 2x8 (4)NAILS PER PLY z (TYPICAL DOUBLE PLATE SPLICE) (AS NOTED) '� O Ua 48"MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT c cn cm TYP►CAL HEADER TO KING STUD CONNECTION � HEADER(AS NOTED) HEADER 2x10 (5)NAILS PER PLY y4 5 aa) MINIMUM NAILING OF U 16 0.131"x 3"NAILS IN THIS ZONE. / (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)NAIL NAILS AS NOTED E (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 a`) NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WI H STAGGERED 1„ „ c o -Fa JOINT IN LOWER PLATE JOINT IN UPPER PLATE 0.131"x 3"NAILS 6"O.C.STAGGERED (3)0.131 x 3Ya TOENAILS AT EACH 9 a or 9Y D E @ TYPICAL STUD TO DOUBLE PLATE END(TYPICAL) JACK STUD LVL (5)NAILS PER PLY W W JACK STUD AND KING CONNECTION NAIL EACH SILL PLY TO KING STUD KING STUDS 11-"or 11%" y ~ cc (SEE DETAIL"G"ON SD-2) LVL 6 NAILS PER PLY a ccnn STUD REQUIREMENTS WITH(3)0.131 x 3/a NAILS-TOENAIL ( j (SEE WALL LAYOUT) I OR ENDNAIL(TYPICAL) n �.( p ro BEVEL BLOCKING AS REQUIRED FOR NOTE: 14"LVL (7)NAILS PER PLY Q, SPH4l 6 INSTALLED HORIZONTALLY MINIMUM 1%"NAIL PENETRATION NAILS MAY BE TOENAILED OR BACK c z rn NAILED THROUGH KING STUD. 16"LVL 8 NAILS PER PLY u- INTO HEADER WITH 0.131J34' � INTO MAIN FRAMING MEMBERS. o = o NAILING AT STUD NAILS @ 12-O.C.TOP AND BOTTOM 2x_SPF#2 STUDS @ 16 O.C.(U.O.N.) (TYPICAL) ? N TO DOUBLE PLATE (U.O.N.) (2)2x_SILL = Q NAIL EACH PLATE TO JACK STUD SHEATHING MAY CANTILEVER UP TO 0 cq WITH(3)0.131"x 3 X"NAILS-TOENAIL 2"MAXIMUM PAST SUPPORTS.ALL 3 0 OR ENDNAIL(TYPICAL) WINDOW ATTACHMENTS MUST BE O a ANCHORED INTO 2x_MEMBERS. a co -a D DETAIL - TYPICAL ARCH TOP OPENING E DETAIL - TYPICAL HEADER TO KING STUD CONNECTION SD 2 SD-2 0 DOUBLE SILL REQUIRED WHERE OPENING c WIDTH EXCEEDS 61"(U.O.N.) m cn APPLY SHEATHING HORIZONTALLY FOR STUCCO FLORIDA C.A. NUMBER:25846 CD JOINT IN SILL PLATE APPLICATIONS EXCEPT THAT 7/ 16 STRUCTURAL 1 ' STUD TO PLATE NAILING* > BUILT-UP CORNER POST NAILING L STUD RATED OR 15/ 32" RATED SHEATHING MAY BE TO SILL PLAT INSTALLED VERTICALLY. NAILING AT STUD STUD SIZE ENDNAIL TOENAIL �:.�►►"""", 'ung, II II 4"MIN.; It I. II II I. -I.- tl tt TO DOUBLE PLATE 2x4 (2) (3) c �''"• 0, tt a It ui\'—STUD • ° . 11 12"MAX 12"MAX. 2x_TREATED SYP#2 SILL PLATE F ;•�G� ANCHOR BOLT(AS NOTED) UILT-UP POST(WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL PLATE SD.2 2x6 (3) (4) 9-( 1 AIL EACH PLY WITH 0.131"x 3Y° CONNECTION N0.S € ALL NAILS NOTED ARE 0.131"x 3Ya" AILS 6"O.C.STAGGERED (SEE DETAIL"G"ON SD-2) NAILING AT STUD 2x8 (4) (5) 3 W @ METAL CONNECTOR REQUIRED METAL CONNECTOR TO SILL PLATE E -(� �+ = (SEE CONNECTION SCHEDULE) - NOT REQUIRED 2x10 (5) (6) S'cP \OQ.;•_: .o `• FLOC ALL NAILS NOTED ARE 0.131"x 3Y" c `�ON,PE DOUBLE PLATE E' Nr�"""'PI!'Pt��lo.50791 C DETAIL - TYPICAL WALL FRAMING CONDITIONS DOUBLE PLATE G DETAIL - TYPICAL WALL STUD CONNECTION � OMMENTS: 2x SPF#2 STUDS @ 16"O.C. SD-2 CQ SD-2 2x SPF#2 STUDS @ 16"O.C. THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL CD SILL PLATE BELOW QUICK TIE AT NOTED SPACING @ 24"O.C.OR 4"x 3 4°TAPCON 2x_No.2 SPF OR No.2 SYP SUBFASCIA WITH(2)0.131"x 3Ya"ENDNAILS AT TRUSS co (BELOW) SCREW @ 32"O.C. ROOF COVERING(BY OTHERS) o` /-2x_CORNER FRAMING FULL 2x TREATED SYP#2 2x TREATED SYP#2 HEIGHT STUDS(TYPICAL) ILL PLATE ILL PLATE ROOF TRUSSES ami ' CORNICE DETAIL H2.5A AT EACH LOOKOUT H2.5A AT EACH LOOKOUT (2NAILS)ROWS OF 0.131"x 3Ya" amu_ i i NOTE: 12"O.C. (BY OTHERS) TRUSS TO WALL CONNECTION _ STAGGERED(TYPICAL) UPLIFT(ROOF)-RODS OR QUICK-TIE FLOOR LOAD ONLY WITH UPLIFTE EASED / HARDWARE MUST BE INSTALLED 2x4 LOOKOUTS @ 48"O.C.FOR 2x4 LOOKOUTS @ 48"O.C. ROOF o OVERHANG FOR OVERHANG ON THE EXTERIOR SIDE OF THE METAL CONNECTOR WALL caROOF SHEATHING(AS NOTED) ROOF SHEATHING METAL CONNECTOR OR / o, (AS NOTED) (AS NOTED) c 2x4 SYP BLOCKING BETWEEN 2x6 OR 2x8 FR MED WALL BLOCKING REQUIRED SIMPSON SDWC 15600 SCREW ( %s"OR %2"RATED SHEATHING EXPOSURE I-SHINGLE ROOF E- LOOKOUTS _ 2X4 SYP BLOCKING SILL PLATE(BELOW) (A5 NOTED) L, LJ @ 32"O.C.-U.O.N. �32"RATED SHEATHING, EXPOSURE I-TILE ROOF BETWEEN LOOKOUTS \ / a 2x4 CORNER FRAMING FULL _ BALLOON FRAMED HEIGHT STUDS ,(DOUBLE PLATEf77—DOUBLE PLATE FASTEN WITH 0.113"x 2 Y8"RING SHANK ca NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. C„ J-BALLOON FRAMED STUDS(AS NOTED) STUDS(AS NOTED) MINIMUM OF(3)2x4 BLOCKS 12"LONG 2x SPF#2 STUDS @ 16"O.C. GYPSUM BOARD m DOUBLE PLATE NAILED WITH 4 0.131"x 3Ya"NAILS TO SHEATHING(AS NOTED) CONNECTOR AT EACH TRUSS m SINGLE PLATE NAIL TO TRUSS INTERIOR VAULT EACH ADJACENT STUD SIMPSON SDWC 15450 SCREW SEE TRUSS CONNECTION SCHEDULE 0 BOTTOM CHORD WITH 0.131"x 3Y" 2x SPF#2 STUDS @ 16"O.C• @ 32"O.C.-U.O.N. ( ) Cfi as NAILS @ 6"O.C, z EXTERIOR SHEATHING ALTERNATE:INSTALL SOLID STUD IN ANCHOR BOLTS AT NOTED 2x TREATED SYP#2 (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) CD SHALL BE NAILED THIS SPACE SPACING(48"O.C,MAXIMUM) SILL PLATE WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE EXTERIOR SHEATHING SHALL BE UPPER PLY OF DOUBLE LE _ 2x4 CORNER FRAMING FULL 2x TREATED SYP#2 ANCHOR BOLTS AT NOTED IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.TO THE TOP NAILED TO BOTTOM CHORD OF TRUSS PLATE @ 6"O.C. HEIGHT STUD SILL PLATE PACING(32"O.C.MAXIMUM) PLATE OF THE DOUBLE PLATE N 6"O.C.WITH 0.131"x 2Y" 'IL S. WITH 0.131 x 2Y2 NAILS. (2)ROWS OF 0,131"x 3Ya" `. '° (NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES) rn (U.O.N.ON WALL LAYOUT) 2x4 FRAMED WALL N/�ILS `-`- GYPSUM BOARDcn (U.O.N.ON WALL LAYOUT) @ 12 O.C. SHEARWALL UPLIFT(ROOF)-SCREWS 1%2"FULL LENGTH RATED SHEATHING,EXPOSaURE I. c H DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT J DETAIL - BALLOON FRAMED GABLE E D HIGH CEILING VAULT K SECTION - TYPICAL FRAMING AT 900 CORNERS L SECTION - INTERIOR WALL CONDITIONS BEARING/SHEARWALL) FASTEN ES AND 1COM o C.O0.N INTER E�DNAILS ATE SUPPORTS cu sD-2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN)/2 OF EXTERIOR ROOF PITCH SD-2 INTERIOR CEILING PITCH EXCEEDS 1/ OF EXTERIOR ROOF PITCH SD-2 SD-2 (U.O.N.) SEE"F"ON SD-2 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) a, c 2x_No.2 SPF OR No.2 SYP SUBFASCIA WITH(2)0.131"x 3Y"ENDNAILS AT TRUSS 2x_SOLE PLATE(U,O.N.)NAIL TO RIM 12 BOARD @ 6"O.C.WITH 0.131N 3Y" ROOF COVERING(BY OTHERS) NAILS CD NOTE: ROOF TRUSSES 2%2"RATED STURD-I-FLOOR(T&G)SHEATHING E; ALL MEMBERS SHALL BE#2 SYP. „ NOTE: GLUED AND NAILED.FASTEN WITH 0.131"x 2)/2"RING c NAIL BRACE TO BLOCKING WITH(5)0.131 x 3Ya 3 0.131"x 3%"TOENAILS AT EACH LOOKOUT CORNICE DETAIL NAILS TO TOP CHORD OF TRUSS. (BY OTHERS) TRUSS TO WALL CONNECTION _ SHANK @ 6"O.C.ON EDGES AND 12"O.C. IN THE cm 2x6 BLOCKING BETWEEN TRUSSES WITH HARDWARE MUST BE INSTALLED / FIELD. (3)0.131" 3 Ya"NAILS EACH END 2x4 BLOCKING REQUIRED BETWEEN ON THE EXTERIOR SIDE OF THE c LOOKOUTS I WALL FLOOR JOIST(I-JOIST SHOWN,SAWN v ROOF SHEATHING(AS NOTED) I f JOIST SIMILAR-SEE SECTION"Z"ON a� 2x_BARGE RAFTER // �\ I SD-3 FOR OPEN WEB TRUSS) ca �) X16"OR'y32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF \ Ye"CLEARANCE BETWEEN PANELS BETWEEN FLOORS V FASCIA(BY OTHERS) ( \ / l%2"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF GYPSUM BOARD 2x4 LOOKOUTS @ 48"O.C. _ ' '%2"RATED SHEATHING,EXPOSURE I-METAL ROOF RIM BOARD(LSL OR LVL a Q FASTEN WITH 0.113"x 2%"RING SHANK ) NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. 3 H3 CLIP OR EQUAL AT EACH NAIL JOIST TO PLATE WITH(2)0.131"x 3Ya"TOENAILS W W LOOKOUT E '!�" m Q GYPSUM BOARD (2)2x_SYP#2 DOUBLE PLATE E O CONNECTOR AT EACH TRUSS (U.O.N.) S = Q GABLE END TRUSS(DROP GABLE) � (SEE TRUSS CONNECTION SCHEDULE) SEE DETAIL"EE"ON SD-3 FOR 2 Lu Z 2x6 BRACE SPACED @ 48"O.C.UNLESS (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) BETWEEN FLOOR CONNECTIONS Z OTHERWISE NOTED ON ROOF LAYOUT. WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN TOENAIL RIM BOARD TO PLATE WITH '' W Q Q' ADD 2x4 T-BRACE NAILED @ 6"O.C.WITH ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.TO THE TOP %"NAILS @ 8"O.C. !�, LOZ 0.131"x 2Y0.131"x 3 "NAILS IF BRACE LENGTH PLATE OF THE DOUBLE PLATE(NAILING MAY ALSO BE EXCEEDS 9'-0". STAGGERED ACROSS BOTH PLATES) F- Lu h GYPSUM BOARD GYPSUM BOARD o, w p Z 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) CD V �a2"FULL LENGTH RATED SHEATHING,EXPOSURE I. JOB NUMBER: COUNTY: l%2"FULL LENGTH RATED SHEATHING,EXPOSURE I. c 17.0929 DUVAL / FASTEN WITH 8d COM OR 0.131"x 2Y" NAILS 6"O.C. FASTEN WITH Bd COM OR 0.131"x 2Y" NAILS @ 6"O.C. W ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. rn 114" =1'-0" U 0 N ON EDGES AND 12 O.C.ON INTERMEDIATE SUPPORTS. � ( ) (U.O.N.)(BLOCK ALL EDGES)SEE"F"ON SD-2 (U.O.N.) SEE"F"ON SD-2 -0 y DO NOT SCALE THIS DRAWING r INSET WALL Y"FOR STUCCO APPLICATIONS INSET WALLY2"FOR STUCCO APPLICATIONS = RELEASE DATE: 06-09-17 / WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE ci f IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. IN ALL LOCATIONS AND SHALL BE NAILED 3"O.C. / � GBC CLIP-(2 REQUIRED AT FJ�1CH BRACE @ � TOENAIL BOTTOM CHORD OF TRUSS TO2x_TREATED SYP#2 SILL PLATE WITH DRAWN BY; LSTA12,LTP4,OR SDWC 15600 48 O.C. 2x_TREATED SYP#2 SILL PLATE WITH a) @SIMPSON "x 6"TITEN HD(OR TITEN HD ROD COUPLER) JCG DOUBLE PLATE WITH 0.131"x 3Y4"NAILS YaSIMPSON%"x 6"TITEN HD(OR TITEN HD ROD COUPLER) " „ F, CHECKED BY: @ 8 O.C. WITH 3'x 3 xY WASHER @ 24'O.C. c WITH 3"x 3"x Y"WASHER @ 24"O.C• a W TITLE: t<" \1 / 2x4 DRYWA BACKING INSTALLED GYPSUM BOARD CEILING OFFICE COPY E' SECTIONS AND DETAILS m (1 of 2) _ CONTINUOUSLY BETWEEN BRACES MN SECTION - GABLE END WALL DIAGO L BRACING A SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION - TYPICAL EXTERIOR TWO STORY WALL SHEET: SD-2 SD-2 SD 2 SD-2 NSD �2 O NOTES 1. DOOR SILLS ARE NOTED FOR ALL SLIDING GLASS DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR REQUIRED SLAB RECESS PRIOR TO POURING CONCRETE 2. PAVERS ON LANAI ILO WOOL) DECK 3. RAINHEA[) IN OWNER'S SHOWER 4. FREFLUM13 LAUNDRY SINK 94'-,9" 111-4" 4+-10�' 10Im-41 4'-7 23-5" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L------------------ '---- -------------------------I L------- -4:1- - - - - - - - - - - - - -- - — - - - - - - - - - - - - - - - - - - - - - - - - -- VQ-- — — — — — — — — - - - - - - - - - --G—A 5 STUD STEM WALL FOUNDATION 4" I THICKENED EDGE REVISIONS WOOD DECK JOISTS PAVERS PER ENGINEERING L 4"CONC.SLAB W/FIDERMESH OF 6x6x10 W.W.M.ON 6 MIL.VISQUEEN OVER CLEAN,WELL COMPACTED FILL 12'-0" T-6" 12'-7j' I 2-6 +-7 2'-1" 1 T-5II lo L THICKENED ii it i i Yi 7 rr Cq E L EDGE - - - - - - - - - - - - — — — — — — __j -n L --T- + _4 r N.B. LL------11 -r- E 2-02-1" -r- STUB F1 I PREFLUMD 1-NDRY SINK. A M I L L it L E H.B. j El L I Build With Confidence - - - - - - - - - - - SINK W/ Li W D)W F _j --------—------------ 12276 San Jose Blvd., Suite 120 M r-- if I :j Lj Ll F — — — — — — — — — — — — — — 7-9" 2 10, Jacksonville, Florida 32223 L 2-6 2 '-10" Office.- (904) 449-1650 Fill ----- www.mytiversidehome.com L----------- ----------- - -------------J L--------- -----------I -W---------------------- -------- 17----------------- I 1 90 -------7 F k --- ------------- --- I r- ---------T---- Lot 135 GAS L STUD EXFAN510N jOINT(7YP) THICKENED EDGE -0661 1 1*1 1 1 24" ::5" 7L 4"CONC. U I I \— SLAE3 Atlantic Beach L PROVIDE 6" L J SLAB RECESS 16'-52 7 FOR SHOWER F7 Country Club II II PROVIDE 61, r------ 1 r-----7 I �=, 1 1 '17- .1 5LA13 RECESS LJ 4 FOR SHOWER 0z o ii ,_\ I i I I \\�� _i'//3' , Spec Home STEM WALL 0 9 4-4 — — — — — — — — — — — — — I — A/C STEM WALL FOUNDATION ---------------- ------ FOUNDATION — — — — — — — — — — — — — — — — — — — — — CIL — -- - — — — — — — — — — — — — — -- -7- 0 0 L — — — — — — - ----------------- ----------- ---- ---- I -------- F------ -I -- I - — — — — — — — — — — — 7—" ----------------------- ---------------- ................... ------------------------ -------- L MONA A- L--j L -- — — — — — — — — — — — — — — — — — — — — — — — - — — — -- - — — — — - -- — — -- — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — - -- — — — -- - - -- - L -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — GAS Foundation La out TANKLES5 STUB GA5WH 1602 Maritime Oak Drive Atlantic Beach, Fl. 32233 1T-112' 11-61 23'-10" 3'-2" (58'-9" 121-7 Drawn By 23'-5" ARJ/MA Sheet Date 03.21.2017 A2 Scale 1/411 = 11-011 FOUNDATION LAYOUT. of Plan Anastasia-A 8 Written dirren5ion5 Shall have,precedence over Scale dirrien5ion5. NOTE: Contractors Shall verify and be rI55POn501C,for dirncn5ion5 and FOUNDATION PLAN FOR CONCRETE FORMING AND PLUMBING LOCATION conditions Of the job. REFERENCE ONLY. REFER TO ASSOCIATED ENGINEERING DRAWINGS FOR DESIGN BY: FOOTER LOCATIONS AND DETAILS. MICHAEL STAUFFER,ARCHITECT,AR13908 1093 AIA BEACH BLVD. SUITE#330 ST.AUGUSTINE BEACH, FL 32080 TELEPHONE:904-471-2552 DRAFTING BY: OFFICE COPY 12627 San Jose Blvd Suite 702 ordieast Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 NOTES 1. ADD WINDOW IN DINING ROOM 2. SQUARE CUT RAFTER TAILS 3. PAVER LANAI ILO WOOD DECK 4. HAAS 920 GARAGE DOORS IL FIBERGLASS SHINGLES(TYP) 5 11 5 D1 FIBERGLASS SHINGLES(TYP) 1 —14 12 2 4�— PLATE HEIGHT 20"OVERHANG W/ EXPOSED RAFTER CEMENT BOARD El TAILS TYP. SIDING TYP. CEMENT BOARD ° SIDING TYP. o 6"TRIM TYP. REVISIONS 6"TRIM TYP. 6"BANDING TYP. FINISHED FLOOR 10"BANDF=7 10"BAND FX=11 7 LE- GRADE 4x4 P.T.POST 4x4 P.T.POST s 6"BANDING Tyr. WRAPPED TO 8x8 WRAPPED TO 8x8 Di RIGHT SIDE ELEVATION NOTE: SPRAY FOAM ATTIC INSULATION-NO VENTING REQUIRED R • IVEKSIDE t! 4 Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office. (904) 449-1650 www.mynversidehome.com 2030 FIXED 12 19 12"SHUTTERS TYP. BLACKOUT Lot 135 4"FRIEZE TYP. ATTIC VENTILATION AREA CALCULATIONS Excerpt of the 2014 Building Code,Residential Atlantic Beach 8806.1 Ventilation required. CEMENT SHAKE Enclosed attice and enclosed rafter spaces formed where ceilings are applied directly to the SIDING TYP. underside of roof rafters Shall have crows ventilation for each Separate Space by ventilating openings protected against the entrance of rain or snow.Ventilation openings Shall have a least dimension of 12 Count Club 1/16 inch(1.6 mm)minimum and 1/4 inch(6.4 mm)maximum.Ventilation openings having a least 9 dimension larger than 1/4 inch(6.4 mm)Shall be provided with corrosion-resistant wire cloth Screening,hardware cloth,or Similar material with openings having a least dimension of 1/16 inch(1.6 FIBERGLASS mm)minimum and 1/4 inch(6.4 mm)maximum.Openings in roof framing members Shall conform to the SHINGLES(TYP) requirements of Section 8802.1.8.Required ventilation openings Shall open directly to the outside U J Li 11 air. 12 Spec Home Exception:Attic ventilation shall not be required when determined not nece55ary by the code official 12 due to atmospheric or climatic conditions. 4 r— — _ PLATE HEIGHT R806.2 Minimum vent area. — — — The minimum net free ventilating area shall be 1/150 of the area of the vented Space. 4 Exception:The minimum net free ventilation area Shall be 1/500 of the vented space provided one or more of the following conditions are met: 1'-8" 20"OVERHANG W/ • EXP05ED RAFTER Elevations 1.In Climate Zones 6,7 and 8,a Cla55 I or 11 vapor retarder 15 installed on the warm-in-winter side of TAILS TYP. 1602 Maritime Oak Drive the ceiling. 2.At least 40 percent and not more than 50 percent of the required ventilating area i5 provided by CEMENT 50ARP Atlantic Beach, Fl. 32233 ventilators located in the upper portion of the attic or rafter Space.Upper ventilators 5nall be SIDING TYP. located no more than 3 feet(914 mm)below the ridge or highe5t point of the space,measured vertically,with the balance of the required ventilation provided by cave or cornice vents.Whe•e the location of wall or roof framing members conflicts with the installation of upper ventilators, 6"TRIM TYP. Drawn By ARJ/MA Sheet installation more than 3 feet(914 mm)below the ridge or highe5t point of the Space Shall be permitted. Date 03.21.2017 RSQ6.3 Vent and insulation clearance. I M .1 Where cave or cornice vents are installed,insulation shall not block the free flow of air.A minimum of _ — 'FINISHED FLOOR 10"BAND Scale a 1-inch(25 mm)Space shall be provided between the insulation and the roof sheathing and at the location of the vent. 1/4" = 1'-0" GRADE N Plan Anastasia-A of Ventilation Required — — 4x4 P.T.POST 6"BANDING TYP. -j 8_.) WRAPPED TO 8x8 3 1 519RAY FOAM ATTIC INSULATION-NO VENTING REQUIRED Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors shall verify and be responsible for dimensions and REARELEVATION eondition5 of the job. NOTE: SPRAY FOAM ATTIC INSULATION-NO VENTING REQUIRED DESIGN BY: MICHAEL STAUFFER,ARCHITECT,AR13908 1093 AIA BEACH BLVD. SUITE#330 ST.AUGUSTINE BEACH, FL 32080 TELEPHONE:904-471-2552 DRAFTING BY: 12627 San Jose Blvd OFFICE COPY Supe 702 ortheast Jacksonville, FL 32223 Florida Design,Inc. 904.260.3 319 NOTES 1. (2) RECESS LIGHTS AT FRONT PORCH ILO STANDARD 2. (4) RECESS LIGHTS IN FAMILY ROOM 3. PREWIRE (2) PENDANT LIGHTS OVER ISLAND 4. PREWIRE CHANDELIER IN OWNERS BATH 5. (2) RECESS LIGHTS AT LANAI 6. (4) RECESS LIGHTS IN OWNERS SUITE ——————————————- - ————————————- GAS STUB II I II II I it ------------ II II � L 1_ __J L—————-J L————— BRACE ONLY II PRE-WIRE& I i, X BRACE ONLY A I �lj ---------- ------ ------------ J� I I REVISIONS LL----- I L-----J\` ------------ qp PRE-WIRE& PREWIRE PENDANT LIGHT � :4BRACE ONLY : LLI P/W J GF1 CIRCUIT [7Aj5_1 0 31, IRRIGATION STUL I II I II I 'i P 1 CIRCUIT E)= 1 L GR GF1 V db V 1\j 1A(DE i I —p 7W— FIC SINK (DO w 11 1 ------ 0 IVEKSIDE 1w (D --------------- 11 AHU IN ATTIC T"GAS COOKTOP NI/W— 0------------- SPACE W/VENTEP HOOP qRGUIT\ Ml(-Rn PE31L. A (D 5 co 'D r ID GD.O. -,C,.P.O. (D Build With Confidence STUD t F -1 PANEL 12276 San Jose Blvd., Suite 120 LIGHT Jacksonville, Florida 32223 LOCATE TO ATTIC I PRE-WIRE& rl 5OX BRACE ONLY Office: (904) 449-1650 www.mynversidehome.com L—J F A —_--_----- PRE-WIRIE& PRE-WIRE& Lot 135 \\ /' 111, 13RACE ONLY MACE ONLY PIW GF1 —CIRCUIT GF[ SINK 77M L C r1'0A t I,,\ A*N ' �' ; SECURITY Atlantic Beach PRE-WIRE AIC COMP. AG 91 Country Club i SERVICE OUTLET GAS NKLESS_j 4- FOR AIC COMP. STUD GAS WH Spec Home ELECTRICAL FLAN Electrical Plan ELECTF\'ICAL LEGENP 1602 Maritime Oak Drive Atlantic Beach, Fl. 32233 E)= 110 DUPLEX OUTLET(AFCI PROTECTED) -0- CEILING MOUNTED LIGHT � HALF-SWITCHED OUTLET r7r= By Sheet E)=GF, GFI DUPLEX OUTLET FULL-CHAIN ARJ/MA &w, WEATHER PROTECTED OUTLET Date =@= CEILING OUTLET I(> WALL MOUNTED LIGHT Scale 03.21.2017 ELECTP,ICAL NOTES E3 FLOOR OUTLET �(D RECESSED LIGHT FIXTURE 1/411 = 11-011 of 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE E30X TO 220 OUTLET Plan Anastasia-A BE: 12"AFF (GENERAL)- KITCHEN 44" AFF- BATHROOM 39"AFF(44"AFF WITH RAISED VANITY)-LAUNDRY @ SPOTLIGHT 8 .j ROOM 36" AFF- EXTERIOR WATERPROOF 12"AFF TO 42"AFF -GARAGE GENERAL PURPOSE-441, AFF- SPECIAL PURPOSE OUTLET KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BELOW COUNTER SURFACE SWITCH EXHAUST FAN W1 LIGHT 2.ALL TRIM PLATES& DEVICES TO 13E GANGED,WHERE P05515LE. Written dimensions shall have precedence over Scale dimensions. 3.ELECTRICAL SWITCHES TO BE AT 42"CENTERLINE ABOVE FINISHED FLOOR. s 3-WAY SWITCH Contractors shall verify and be responsible for dirneri5ion5 and 4.ELECTRICAL PLAN 15 INTENDED FOR 131P PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT EXHAUST FAN conditions of the job, ACCORDANCE WITH THE NATIONAL ELECTRIC COPE, LATEST EDITION, BY A LICENSED ELECTRICAL 4-WAY SWITCH CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION& SIZING OF ALL ELECTRICAL,WIRING& DIMMER SWITCH FLUORESCENT DESIGN BY: ACCESSORIES. FIXTURE MICHAEL STAUFFER,ARCHITECT,AR13908 5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH 2014 FLORIDA BUILDING TELEPHONE 1093 AIA BEACH BLVD. SUITE#330 CODE, SECTIONS 8314 AND R315 CARRIAGE LIGHT ST.AUGUSTINE BEACH, FL 32080 6. PROVIDE AFC15 (ARG-FAULT INTERRUPTERS)IN DWELLING UNIT BRANCH CIRCUIT LOCATIONS PER FE3CF\ GABLE TV E3902.12 DOUBLE FLOOD LIGHT TELEPHONE:904-471-2552 7..GF15 (GROUND FAULT INTERRUPTERS) FOR WATER AREAS AND OUTDOOR CIRCUITS PER FI3CR E3902 8.ALL PERMANENT INTERIOR LIGHTING 15100% HIGH EFFICACY CFL/LE[) LAMPS PER F13C EC 8404.1 PREWIRE & BRACE DRAFTING BY: 9.ALL 125-VOLT 15-ANP 20 AMP RECEPTACLES INSTALLED INSIDE AND OUTSIDE OF DWELLING UNITS,AND CEILING FAN WITH LIGHT PANEL BOX IN ATTACHED AND DETACHED GARAGES SHALL BE TAMPER RESISTANT RECEPTACLES SMOKE DETECTOR �1 12627 San Jose Blvd Suite 702 oeast Jacksonville, FL 32223 OFFICE GOPYth FloridaidDesign,Inc. 904.260.3319 NOTES 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR 11'-7" 11'-9" 32'-10" 2'-6" 7-9" 4'-11" 23'-4" TO FRAMING 12'-0" 12-0" 4-9° 2. ADD WINDOW IN DINING ROOM 3. COFFERED CLG. IN FAMILY ROOM 4x4 P.T.POST 4x4 P.T.POST 4. PREPLUM13 LAUNDRY SINK WRAPPED TO ax8 3°56 SH 3°56 5H 3°56 SH WRAPPED TO 8x8 N5. RAINHEAD IN OWNERS SHOWER SILL @ 2'-6"AFFL SILL @ 2'-6"AFF SILL @ 2'6"AFF 6. PAVER LANAI ILO WOOD DECK GAS — —— —————— 7. (1)3056 WINDOW IN MASTER BATH ILO (3)2626 C) << II II - II NN 6 III III III III III III III�� 6. o DINING N N 6" p 14N10'CL 6. I LANAI _ L-----J L-----J L-------J I I 12'-0"X 18'-8" ——— 7 IT -- — — 10'-1�'PL.HT. L PAVERS o00M � I I I 19'-11"X 19'-6" I I I C' I I I I I COFFERED CLG. I I I F O K C H I 6" L-----J L-----J L-- --J 6-0°x21'-61 V p -- --I r— --I F_— --� z � � N I I I I I I I I � L WOOD DECK 10'CLG. 8'-6" o N w 2'-6" 12'-8" rL � x _ � =Kv 39 34 4a I I I I I I � S N I 2'-23° I I I I I I I I I I I ----J L--1.--J L-- _—J REVISIONS N II R 3656 SH 2,�5y 10'-4" I I 2'4" 2'-0" g.0.. 1.4" g O 2._O.. SILL @2'-6"AFF ------------►-- ---- -- G Y ° C1a 15'-4" I I `� P 17 C111 STUDY D @ 10'CLG. 0 9 8 OVERHEAD DOOR 8 OVERHEAD DOOR I � � CAFE —— OVER 3F1"h WALL —— p 1010 GLG.O 5-SH 1 GAS i II, BARIfOP - 2°4°SH I- �� STUB SILL @ 4'-0' AFF I i i H.B. N 9'-o"X7_8' ---- — -7/T �, I IL i v �I n D l LND12Y L— J PREPLUMB 10'CLG. K ITC H N ° I ° I \/ I BROOM --� i LNDRY SINK /\ P r- 10'CG. 18'-4"X 11'-8" H.B. �, SINK p ~ I I W 1 I 1 �� Q 10'CLG. D/W �� o o N 10'CLG. 3 8 PKT. �161 1'5" 7-10" 4'-10., b 2'-0' 4'-0.. 5_6 i 5._6.. 3._9.. 4'-0 -- ----- 6'-10" 2'-6" 36" A5 6'-0° - N an I. E R S I D E IL 4 � � COOK OP W/ � :q) 10'cLG.I I �8o a" a � � DBL. � o �1�AY8-Tr , 288°BC 10'CLG. Lu <i I ( OVENS --_—_- --- o ONiG N SOLID CORE " IN. A A Lu ----- ------ 1. o c's DOOR IS 13/8" 1 \ / \ °� ---OHC � 5-SH �`b 6o O N 20 C0 N w ST' L--- J BATH # --MINUTE FIFE RATED n° X22'-4"X 23'-0" ° o MIRR ° ° 10'GLG. J ROD&SHELF N cn = — — — HE — � GG. ROD&SHELF 28 r—-� 10'-1 g'PL.HT. 4 L d = p cop w J [� N Q � � I'z Q ■■ Qze OWNE1� 5 �� of r I= � W� �o I��N� � � OMES < ' �� _ Build With Confidence o 0Q9 T LU ><I I ��. WIC " � � I� �XI o SUITE zR � � I� � I � � N I I 10'CLG. `g" o � o I°� I 12276 San Tose Blvd., Suite 120 64' 3'4" 3'-0" 6'-9" TMPRD <c z LL, Qin cn o , 14'-1"x 17'-0" I o 28a° {,� 4 EN SURE D E D # — Jacksonville, Florida 32223 m 13 E D 71- 2 — — — '� Office: (904 449-1650 � 10 GLG. o I ( QW NER cj `� FRAMELESS I z ROD&SHELF 13'-0"X 11'-0" Q JJ` t Uj Q TMPRD GLS 2?' I 12'-7"X 12'-2" = 10'CLG. z Uw www.mynversidehome.com w PATH ENCL. �S Iip� WIG 10'CLG. ll� w w (< 10'CLG. �R o z 10'CLG. I 6ATH #3 p m w n � o I � I m 10'CLG. ti� 4 o0 Lot 135 � RL 5 I o �I �a� �o Q in � E-`° o d A/C FREESTANDING LU TUB LU _ _ Atlantic Beach COMP. ROD&SHELF I WG ° o MIRR = 3°56 SH-CGRC55 SILL @ 2'-6"AFF 3056 5H=(MPRD TANKLESS 3°56 SH-EGRESS 2°4°SH 3°56 SH Country Club SILL @ 2'-6"AFF GAS GAS WH SILL @ (a 2'-6"AFF SILL @ 4'-O"AFF SILL 2'-6"AFF OFFICE C0PY STUB AIR HANDLER UNIT LOCATED IN ATTIC SPACE WITHIN 6'OF ATTIC ACCESS -SOLID FLOORING ITH NO 013STRUCTION5 WITHIN 30"OF APPLIANCE ACCESS PANEL 34" 3'-0" 2'-6" 10'-5" 4'-4" 5'-5" 2'-2" 10'-n' 18'-10" 4'-6" Spec Home 14'-7" 64" 5'4" 7'-5° 2'4" 12'-11" 9'-9" I REVIE ED FOR CODE COMPLIANC 12-6° 23'4" ! CITY OF ATLANTIC BEACH E PERMITS FOR ADDITIONAL RE UIREMENTS AND CONDITIONS REVIEWED BY: DATE: t Floor Plan 1602 Maritime Oak Drive FL00F FL/� N 50. ATG. CALCULATION5 Atlantic Beach, Fl. 32233 LIVING 2313 Drawn By ARJ/MA Sheet NOTE TO F1\AME1\: GARAGE 559 EXTERIOR WALLS INSET 1/2" FROM SLA13 EDGE PORCH 196 Date 03,21.2017 Al LANAI 262 Scale TOTAL COVERED 3330 1/4" = 1'-0" 17-6" 1 Of Plan Anastasia-A 8 MECI� NICAL EQUI�'MENT NOTES: 4"d 4"d 4"d Written dimen5ion5 5ha11 have precedence over scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and F5C-8302.5.2: DUCTS IN GARAGE SHALL BE MIN 26 conditions of the job. GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE ALLOWED. DESIGN BY: o MICHAEL STAUFFER,ARCHITECT,AR13908 F5C-R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND 1093 AIA BEACH BLVD. SUITE#330 ALL SIDES OF MECHANICAL EQUIPMENT AND ST.AUGUSTINE BEACH, FL 32080 COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH TELEPHONE:904-471-2552 OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER THAN THE FURNACE OR AIR HANDLER DRAFTING BY: GROUND-MOUNTED MECHANICAL UNITS SHALL I3E ANCHORED IN ACCORDANCE WITH F6C-R, SECTION 41 12627 San Jose Blvd M1307.2. Suite 702 oa=t Jacksonville, FL 32223 Florida Design,Inc, 904.260.3319 I 0 NOTES 1. SQUARE CUT RAFTER TAILS 2. (1)3°56 WINDOW IN MASTER BATH ILO (3)2626 71 rn BUILDING HEIGHT - - - - - - - - - - - - - - - - - - - 11 11 Ild ii 12 4:12 20ZP FIXED 19 12"SHUTTERS TYP. ii 12 ii BLACKOUT ; 4:12 iLU 00 ❑ ❑ 4"FRIEZE TYP. 1 HEADER HEIGHT I I - - �____—_� —__ r� ❑� I Li I I CEMENT SHAKE 12"X20"LOUVER 51DING TYP. pl GABLE VENT TYP. n II II i 12 I 9 FIBERGLASS SHINGLES(TYP) Ll 12 � I i 12 14 4r11 1— i 4:12 i a i i PLATE HEIGHT QD II II 9:12 - - - - - - II L__ II I Ln --- _____-1 I I 1 20"OVERHANG W/ 1 EXPOSED RAFTER L^ F -� �I i TAILS TYP. ST WR4PPEDO 0 8x8 r� I I I BAHAMA o SHUTTER TYP. Ll 9:12 Ij II II CEMENT BOARD REVISIONS SIDING TYP. I u 6"TRIM TYP. I Li I i ; FINISHED FLOOR i 71 ; n 10"BAND - - - - I -- ------ !I 4:12 0 0 (a ZJ GRADE I i it it II — — II I LLQ= �L_❑ ❑==J1 ;�-__ -- ❑ 6"BANDING TYP. GABLE; ; FR3 I I ONT ELEVATION D1 --UI -__1 1 I N NOTE: SPRAY FOAM ATTIC INSULATION-NO VENTING REQUIRED I I 'yf w 3 I I 4:12 (D Q it 11 ❑ j CIL j; 4:12 I I II I IVER. SIDE II I� II--------- -- I; ; I 11 7 i GABLE j1 , I I I ii I , Build With Confidence a o ❑ 12276 San Jose Blvd., Suite 120 9:12 Qz 9:12 u Jacksonville, Florida 32223 114:12 4:12 Office: (904) 449-1650 www.myriversidehome.com n GABLE Lot 135 tifp�, -------- �� Atlantic Beach F\' 00F FLAN Country Club SCALE: 1/8" = 1'-0" Spec Home FIBERGLA55 SHINGLES(TYP) Roof Plan/ Elevations 1602 Maritime Oak Drive FIBERGLASS Atlantic Beach Fl. 32233 SHINGLES(TYP) � 12 r Drawn By ARJ/MA Sheet 11 iLi J1 12 41 4 Date 03.21.2017 PLATE HEIGHT - - - - Scale " = 1' A3 1/4 -0" n of 20"OVERHANG W/ Anastasia-A EXPOSED RAFTER 8 TAILS TYP. BAHAMA Written dimen5ion5 shall have precedence over Scale dimen5ion5. CEMENT BOARD SHUTTER TYP. Contractors Shall verify and be responsible for dimen5ion5 and SIDING TYP. conditions of the job. CEMENT BOARD 6"TRIM TYP. Ll SIDING TYP. DESIGN BY: MICHAEL STAUFFER,ARCHITECT,AR13908 6"TRIM TYP. 1093 AIA BEACH BLVD. SUITE#330 FINISHED FLOOR ST.AUGUSTINE BEACH, FL 32080 10"BAND - - - - TELEPHONE:904-471-2552 6"BANDING TYP. GRADE DRAFTING BY: N LEFT SIDE ELEVATION I 1P 12627 San Jose Blvd Suite 702 OFFICE COPY orffieast Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 NOTES 2x6 2x2 >< ROO 2RISE A 4 SIDING OR 2x6 2x8 SHAKES NOTE:FOR ATTACHMENT OF 2x8 OUTRIGGER. ROOF RAFTERS TO 12RE-ENGINEERED ROOF SIDING 11 �� TRUSSES,FOLLOW STRUCTURAL DRAWINGS AND ENGINEERING SPECIFICATIONS FLASHING �� i �� SPRAY FOAM INSULATION 2x8 ROOF RAFTER 2x2 4"ON 5CABBED TO PT 2x8 PRE-ENGINEERED WINDOW ROOF TRUSSES (VARIES) HEAD 2x BETWEEN TRUSS 2x TRIM DRIP 1x6 T+G 1x61+G PLATE HT. NICHIHAJ x2 j' >` >` >< >< J A M S FASCIA BOARD x A A >G Q? 2x6 \� i 2x6 WINDOW BEAM �� i FLASHING i i �� CEMENT BOARD \� (VARIES) SIDING \z 1x ON�"FURRING 1x ON 'FURRING FLASHING n \� ROUGH OP'G.HT. i 0 IT 1x2 ON PT 1x4 PT 1x2 ON PT 1x4 2x6 SILL REVISIONS 2x4 2x4 LdLd 2x2 a i HARDI UPPER POST: 1"CHAMFERED `� CEMENT BOARD >< PANEL 1x ON�"FURRING \/ POST:2x ON PANEL ON 6x6 PT POST `� J"FURRING ON 6x6 PT POST F- N z "5QUARE 2x v MOULDING /Z i r co < PT 2x2 TRIM 2x6 IVERSIDE 2x6 LOWER POST: 2x ON�'FURRING 71w ON 6x6 PT PO5T `� N "SQUARE 2x6 PT DECK MOULDING PORCH W/ "GAPS TYPICAL SLAB Build With Confidence 12276 San Jose Blvd., Suite 120 F3AY/ PANEL PETAIL PORCH v PT 2x8 1x10 ON 2x8 Jacksonville, Florida 32223 SCALE:3/4"=1'-0" PT WD BEAM n i 1 J015T5 n i i n Office: (904) 449-1650 www.myriversidehome.com CONT.2x8 PT PLATE I CRAWL `v W/ANCHOR B0LI-5 SPACE A5 REGD. GRADE COLUMN Lot 135 STucco OFT.T. 2 Atlantic Beach Country Club COLUMN Spec Home OFT. 1 p 'A' FOF\) CH DETAIL Details SCALE:3/4"=1'-0" 1602 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ/MA Sheet Date 03.21.2017 D1 Scale 1/4" = 1'-0" Plan of Anastasia-A 1 8::) Written dimen5ion5 shall have precedence over Scale dirnen5ion5. Contractors shall verify and be re5pon5ible for dimensions and conditions of the job. DESIGN BY: MICHAEL STAUFFER,ARCHITECT,AR13908 1093 AIA BEACH BLVD. SUITE#330 ST.AUGUSTINE BEACH, FL 32080 TELEPHONE:904-471-2552 DRAFTING BY: 12627 San Jose Blvd OFFICE COPY Suite 702 ortl,cast Jacksonville, FL 32223 Florida Design,Inc 904.260.3 319 NOTES NOTE:FOR ATTACHMENT OF 2x8 OUTRIGGER ROOF RAFTERS TO PRE-ENGINEERED ROOF TRUSSES,FOLLOW STRUCTURAL DRAWINGS AND ENGINEERING SPECIFICATIONS 15#MIN.FELT FASTENED PER FBG 8905.2.7 ROOF RISE 12 FASTEN SHINGLES PER FBC 8905.2.6 OSB ROOF 2x8 ROOF=RAFTER SHEATHING SCABBED TO PRE-ENGINEERED , ROOF TRUSSES 1'-6" 2x BETWEEN t DRIP 2X8 AT 24"O.G.7 2X8 BTWN. 1x6 T+G DRIP SPRAY F=OAM INSULATION TRUSS PLATE HT. NICHIHA x 2 JH FASCIA BOARD n 1X2 x >� (2)2x6 TOP PLATE HC D 2x6 DRYWALL REVISIONS NS 2X8 1X6 FLASHING TSG RAFTER TRUSS CEMENT BOARD HEADx SIDING OR SHINGLES v A ROUGH OP'G.HT. 2X6 FLASHING CONT. 2x6 2X BLOCKING AT CORNERS FOR VENTING SHAKE SHINGLES 055 SHEATHING 2X6 CEMENT BOA SIDING OR SHINGLES Cj IVERSIDE 1/2"PLYWOOD 2x4 PAINTED BLACK RAWNING SHUTTER SEALANT JAMD WINDOW Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 2X6 www.mytiversidehome.com 2x6 >< SILL Lot 135 FLASHING FLASHING 2x6 STUD Atlantic Beach .'� CEMENT BO,�RD (819 INSULATION) .' SIDING OR SHINGLES VAPOR BARRIER 2X6 BASE PATE h SEALED PL TOP AND Country Club BPL OTTOM ATES >� SLAB ' DBL.TRUSS � FLASHING � TRUSS 1x10 ON PT 1x8 STUCCO Spec Home FINISH GRADE Details VARIES 1602 Maritime Oak Drive Atlantic Beach, Fl. 32233 1 SECTION.,CALE.1_1 0 9 GA13LE Drawn By ARJ/MA Sheet 7TYPICAL ONE STOPY SECTION DDate 03.2.2017 SCALE:3/4"=1'-0° Scale 1/411 = 11-011 D2 � Plan of Anastasia-A 8 Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER,ARCHITECT,AR13908 1093 A1A BEACH BLVD. SUITE#330 ST.AUGUSTINE BEACH, FL 32080 TELEPHONE:904-471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 702 OFFICE COPY ortheast Jacksonville, FL 32223 Florida Design,Inc. 904,260.3319 NOTES INSTALL SHINGLES OVER LANGE @ HEAD VALLEY SHINGLE INSTALLATION: / ENp�Ap FIBERGLASS SHINGLE INSTALL SHINGLES USING WEAVE METHOD Ci OPT.PROVIDE LEAD VENT ROOFING OVER 15#FELT ECS, BOOT WITH INTEGRAL FLANGE I I I I OVER 7/16"OSB OVER 1.EXTEND(1)FULL END SHINGLE MIN.12"PAST 9VGCURpgEG aoDF p '\�� VENT STACK.SEE PLUMBING j I I PRE-ENG WD TRUSSES CENTER LINE OF VALLEY.SEE MANUF WRITTEN GO FOR SIZE&LOCATION I I INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION Q PREFORMED FLEXIBLE BOOT FLASHING WJ INTEGRAL FLANG 2.DO NOT NAIL 6"MIN.FROM VALLEY CENTER LINE \ NS SET IN PLASTIC ROOF CEMENT I"""' I ��// C BARRIER BPfiRIER SECURE WEATHER TEMPORARILY(R LACK PI.6 INSTALL FLANGE OVER I FIBERGLASS SHINGLE 4VANCLE uNDaa)®Haab RpdArc�pG6 _ SHINGLE @ BASE I ROOFING OVER 15#FELT q t , OVER 7/16"RADIANT BARRIER tae Q ; OSB OVER PRE-ENG WD r TRUSSES MODIFIED TCUT IN �� 24"WIDE METAL VALLEY WEATHER BARRIER �' FLASHING OVER 15#FELT IDN"'�pOE LINE OF WINDOW OPENI FOLD WEATHER BARRIER IN AT JAMBS AM SILL MECHANICALLY FASTEN , 0 FANNED EDGE(CAP,NAILS STAPLES)IF REQUIRED BY NOTES: FLASHING MANUFACTURER APPROVED WEATHER INSTALL V WIDE UNDERLAYMENT 1.INSTALL IN STRICT ACCORDANCE WITH BARRIER OVER SHEATHI SELF-ADHERING FLEXIBLE B-1. MANUFACTURERS WRITTEN INSTRUCTIONS ovER wo sTvO WALL MEMBRANE FLABHINKiILL EXTEND FLASHING UP 2.APPLY ROOFING CEMENT OR SELF-ADHERING JAMBSS•MIN. FLASHING OVER FLANGE AT HEAD ONLY STEP 1 STEP 2 STEP 3 PLACE SHINGLES 3/8" VENT STACK FLASHING DETAIL VALLEY FLASHING DETAIL OVER SAVE&RAKE EDGES TO PROVIDE DRIP N.T.S. N.T.S. EDGE ALONG RAKES,CEMENT SHINGLES TO UNDERLAYMENT &EACH OTHER IN A 4"WIDT OF ASPHALT PLASTIC ROOF V77 FIBERGLASS SHINGLE ROOFING OVER CEMENT ;' WALL SHEATHING UNDERLAYMENT STUCCO/CV FINISH INSTALL SHINGLES OVER OFF-RIDGE VENT FLANGE AT NON-CORRODING �' HEAD MTL EAVE DRIP °� ASSEMBLY W/15#FELT GALVANIZED METAL OFF-RIDGE I '' o ! OVER APPROVED WEATHER VENT WITH BAFFLE.SET INY TRIM 6"-7"FROM END BARRIER APPLY3/a'NOM. f'� PLASTIC ROOF CEMENT OR I OF FIRST SHINGLE ' LAP FELT AND WEATHER coNnNnxxu BEAD OF INSTAADHS E s .. SELF-ADHERI SEALANT SEALANT AT JAMBS A HEAD I:i I INSTALL L&ss uARE NG OVERNAILING FLANGE Rs BARRIER OVER VINYL OR APPLY TO BACK 1 MEMBRANE FLASHING TRIM TABS FROM ALL � �' "' WINDOW NAILING FLANGE w MANUFACTURERS WRITTEN STUCCO STOPNVEEP UNE W PRE-PUNCHED 1 1 INSTRUCTIONS JAMBS STARTER COURSE-- SCREEN SHINGLES I EXTEND 15#ROOFING FELT HOLES oRSLOTS UP WALL 7"MIN. I I INSTALL OFF-RIDGE i I STARTER COURSE ,-. 5x5 METAL FLASHING OVER VENT FLANGE OVER ROOFING FELT(NAIL TO SHINGLES AT BASE I Z z I ROOF DECK NOT WALL E SHEATHING) 7/16"OSB OVER REVISIONS PRE-ENG WD I I _ CAP SHINGLE-DO NOT NAIL '' �' EXTEND MEMBRANE � TRUSSES �l �- . .;.:.... FLASNINGMIN.1•BBLOW INSTALL WITH ROOF _.. SILL FLEXIBLE FLABHwa - CEMENT PLACE SHINGLES CLOSE \ TOGETHER BUT DO NOT \ " SHINGLE ROOFING ALONG RAKES,CEMENT CROWD ROOF CEMENT \�� NOTES: STEP 4 STEP 5 STEP 6 SHINGLES TO UNDERLAYMENT �i ��\ 1.INSTALL IN STRICT ACCORDANCE WITH &EACH OTHER IN A4"WIDT � �� MANUFACTURERS WRITTEN INSTRUCTIONS OF ASPHALT PLASTIC ROOF CEMENT i� \ 2.APPLY ROOFING CEMENT OR SELF-ADHERING FLASHING OVER FLANGE AT HEAD ONLY NON-CORRODING PLACE SHINGLES 3/8" MTL EAVE DRIP OVER SAVE&RAKE FOLD WEATHER BARRIER / S TOPROVIDE DRIP WALL FLASHING DETAIL - STUCCO OFF-RIDGE VENT FLASHING DETAIL SELFADHEgNG �OWN"�'R° DIAGONALOe— EDGE MEMBRANE FLASHING N.T.S. N.T.S. OVERNAIUNGFLANGE EXTEND SElF•ADHERING MB.- \\��\ SEAL WINDOW FRAME TO FIRST COURSE MEMBRANE FLASHINGS SEALANT P.O.WITH LL A Mw.BEYOND JAMB INSIDE T TBIWITH FLASHING 4= MINIMUM 1Y•UP BOTH STUCCO/CV FINISH NOTE: JAMS TO FORM ABACK DAM.SEAL WALL SHEATHING ASSEMBLY 1.WINDOW INSTALLATION& MIN FRAMEWITH SEALANT ALANCE OR FLASHING DETAILS ARE LOW*XPANDING FOAM SYN WD SIDING OVER .z._; CONSISTENT WITH ASTM2112 (PROVES BACKER ROD LAP BARRIER OVER NAILING WHERE REQUIRED) R- AVERSIDE FLANGE METHOD A-1 EXCEPT APPROVED WEATHER SELF-ADHERING MEMBRANE 11-1/2"to 12-1/2" 11-1/2"to 12-1/2' BARRIER FLASHINGS ARE USED. VINYL DRIP/WEEP SCREED tr to 1-1/2' 1. LAP 1-1 LAP WEATHER BARRIER OVER 2.IT IS THE INSTALLATION : .. —— — — — — — — — — — — — — METAL FLASHING AND SECURE CONTRACTORS _ o O o I WITH STARTER STRIP WKS"METAL FLASHING RESPONSIBILITYTO VERIFY TI1E COMPATIBIDTY OF ALL � ':,,, '� EXTEND 15#ROOFING FELT KICK-OUTV PRODUCTS INCLUDING iD FLASHING(SEE I 8�M�Ni WEATHER BARRIER,SEALANT _ UP WALL 7"MIN. &SELF-ADHERING FLASHING DETAIL) .�` i I MATERIALS USED DURING I CONSTRUCTION. INTERIOR VIEW 2 z 5x5 METAL FLASHING OVER e-1. ; , , , Zi ROOFING FELT(NAIL TO ROOF - STEP 7 STEP 8 STEP 9 Build With Confidence SHINGLE NAILING MANUFACTURERS ALL MATERIALS PER ;D S I DECK NOT WALL SHEATHING) EXTEND KICK-OUT 2" I MANUFACTURERS WRITTEN BEYOND FASCIA 1 CAP SHINGLE-DO NOT NAIL 5 1�� i WARM CATIONS. L INSTALL WITH ROOF CEMENT o WARNING: 12276 San Jose Blvd., Suite 120 SEALANT/FLASHINGS MAY SHINGLE ROOFING REACT ADVERSELY IFNOT Jacksonville Florida 32223 ROOFING DETAILS ��'�::. COMPATIBLE. ROOF CEMENT FELT UNDERLAYMENT N.T.S. SHINGLE ROOFING Office: (904) 449-1650 NOTE:DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, MTL DRIP EDGE www.mynversidehome.com FOR SLOPES BELOW 4:12,ALL ROOFING UNDERLAYMENT FASCIA NOTE:INSTALL KICKOUT SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED FLASHING AT BOTTOM OF ROOF&WALL INTERSECTIONS WATER BY THE SHINGLE MANUFACTURER FOR USE ON LOW TIGHT WINDOW FLASHING INSTALLATION DETAILS SLOPE ROOFING PROJECTS WALL FLASHING DETAIL - LAP SIDING WALUKICKOUT FLASHING DETAIL SQL N.T.S. Lot 3S N.T.S. N.T.S. Atlantic Beach Country Club APRROVE EATHING Spec Home BARRIER OVER ... _ ....... .... ....... SHEATHING ..... .... .... .... .... ......I. .. ... .. INSTALL DOOR PLUMB. ...... ......... ......... ..... LEVEL 8 SQUARE PER WRITrEhf ROOF TRU55E5 LINE OF DOOR OPENING ..._..._._. "I"'-"' MANUFACTURERINSTRUCTIONS ......1...'...'. CUTAR RIER B ...... ..... BARRIER ...... FOLD WEATHER ........ BARRIERINAND AROUNDJAMBS .. Details ,. SETTHRESHOLD IN L... BED OF8EALANT 1602 Maritime Oak Drive APPLY SE W � � AT 5 ^ SASE Beach, Fl. 32233 5/8"DEN5GLA55 FIREGUARD SHEATHING OF THRESHOLD A7TAGH WITH 2"NP11.5 OR SCREWS NO VENTS ARE A_ONEC STEP 1 STEP 2 TEP 3 FACE LAYER 5B"DEN5GLA55 FIREGUARD 5HFAIWNG Drawn ^ ` • ATFACHEo WITH z'MIN.SCREWS OR NAILS 0 24°o.C. - NOTE:AT UNPROTECTED DOORS,BOTTOM By Sheet /M� -OFFSET JOINTS IN BASE AND FACE I AYER 24AIW` 1/4th OF JAMBS SHALL BE COMPOSITE,P.T. ", OR OTHER DECAY RESISTANT MATERIAL I Date 1 �] ......... INSTALL 4'WIDE ......... 03.21.201/ NOTE: SELF-ADHERING MEMBRANE .... - . D3 DESIGN DA5ED ON GA FILE No.RC 2E02 .... ...... F7.ASH DOOR F° RAMAME/i' Scale 1/4" = 1'-0tt ;;. Plan of �LA EXTEND " G Anastasia-A 8.J INSTALL 4-WIDE .... MEMBRANE FLASHING I-MN. ... J�N4:.. SELF-ADHERING MEMBRANE ..... .. BEYOND JAMS FLASHING .... .. FLASHING.OVERLAPP .... .. '.'. SECTION-(1)HOUR FIRE RATED(UNDERSIDE ONLY)SOFFIT A5 NEEDED DOOR FRAME I/4• -45 DETAIL ONLY APPLICABLE WHERE SEPARATION DISTANCE OF OVERHM G 15 LESS THAN 5'AND MORE THAN 2'FROM PROPERTY LINE Written dimen5ion5 Shall have precedence over Scale dirnen5ion5. ALTERNATE: Contractors 5ha11 verify and be re5pon5ible for dimen5ion5 and RATED SOFFIT ASSEMBLES WHICH MEET conditions of the job. UL STANDARDS FOR(1)HOUR SEE DOOR DETAILS FOR FINISRITRIM OWMA11� FIRE RATING ARF PERMITTED DESIGN BY: MICHAEL STAUFFER,ARCHITECT,AR13908 STEP 4 STEP 5 1093 AIA BEACH BLVD. SUITE#330 ST.AUGUSTINE BEACH, FL 32080 DOOR FLASHING INSTALLATION DETAILS TELEPHONE:904-471-2552 N.T.S. DRAFTING BY: q 11P 12627 San Jose Blvd Suite 702 OFFICE COPY orLHNeast Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319