The URL can be used to link to this page

1847 Atlantic Beach Dr new single-family home permit 21 b1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL- NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0044 Description: 1847 Atlantic Beach Dr Lot#49-new single-family dwelling Estimated Value: 457378.6 Issue Date: 7/14/2017 Expiration Date: 1/10/2018 PROPERTY ADDRESS: Address: RE Number: PROPERTY OWNER: Name: TOLL FL VI LIMITED PARTNERSHIP Address: 250 GIBRALTAR RD HORSHAM, PA 19044 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: TOLL BROS.,INC Address: 250 GIBRALTAR RD STEVEN R MERTEN HORSHAM, PA 19044 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. � 1yy J n Permit Conditions City City of Atlantic p Permit Number: RES17-0044 Description:1847 Atlantic Beach Dr Lot 449-new single-family dwelling Applied:5/31/2017 Approved:7/10/2017 Site Address: Issued:7/14/2017 Finaled: City,State Zip Code:, Status:ISSUED Applicant:<NONE> Parent Permit: Owner:TOLL FL VI LIMITED PARTNERSHIP Parent Project: Contractor:<NONE> Details: 1847 Atlantic Beach Drive(Lot 449),address not entered in TrakiT LIST • CONDITIONS SEQNO1 ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 1 6/2/2017 F EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 2 6/2/2017 ON SITE RUNOFF INFORMATIONAL PUBLO WORKS Scott Williams Notes: All runoff must remain on-site during construction. 3 1 6/2/2017 1 ROLL OFF CONTAINER INFORMATIONAL PUBLICWORKS Scott Williams Notes' -.. .. Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services). Container cannot be placed on City right-of-way. 4 1 6/2/2017 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full tight-of-way restoration,including sod,is required. 5 6/2/2017 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 10 Printed:Friday,14 July,2017 1 of 2 uArr o' .nPermit Conditions City of 0 Atlantic un or 6 6/2/2017 MAXIMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Maximum driveway width within the City right-of-way is 20'. J 1 6/2/2017 1 REVISION INFORMATIONAL PUBLIC WORKS ScottWilliams Notes: Any plan change must be submitted as a Revision to the Building Department, 8 6/6/2017 UNDERGROUNDWATER SEWER INFORMATIONAL TI LITIES PUBLIC UTILITIES Kayle Moore Nates: 7,111111 Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location ofultlitles. Hand dig ifnecessary. If field coordination is needed,call 247-5834. 9 1 6/6/2017 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore rNotes': - Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. 10 6/6/2017 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 beset to grade and visible. Printed: Friday,14 July,2017 2 of 2 • City of Atlantic Beach APPLICATION NUMBER �s Building Department (To be assigned by the Building Department.) Ar 800 Seminole Road j Atlantic Beach,Florida 322335445 V E sl -OO Phone(904)2475826 Fax(904)247-5845 _jr oN E-mail: building-dept@cuab.us Date routed. Cityweb-site: http:lhv .coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: U 1 � IA(�'� (_ UGCr ' ri Department review required Yes o QQ m Applicant: � `� y( l7 S.t �L.. tanning BZonin J Tree Admmisrator Project: 'I�P.ti\ S�f�rn1D —�Qfnt �WR.IIt(11�G Public Works Pu lic Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verifietl B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS Reviewing Department First Review: proved. ❑Denied. . ❑Not applicable (Circle one.) Comments: pY(�`t1 CC,�... ��je p YI /10'� c lW knvv Y' ' BUILDIN PLANNING&ZONING 6'� Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denie . . [—]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Dale: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . []Not applicable Comments: Reviewed by: Date: R.Am.d 05n912017 J Q " L Y OF ATLANTIC BEACH td 800 Seminole Road y JUN 1 6 Atlantic Beachone( 4Florida47-5800 J _ ;� � Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUES T OR CORRECTIONS TO VIEW COMMENT Date:-(p— llo-a—( Received by: � Resubmitted: Permit Number:_ F-651-�1- OO4� Original Plans Examiner: Project Name: Project Address: 1$4 t I G 1 Pr \ pyly 2 Contractor:'(U(� --`fin ny . Contact Phone nta - m :Contact Name: J!.v O v;r.n j42 I 1 . Oil) : �10'� -`1OS-8`11n CoY'S.C e rsionoI'n Ian Check/Permit Fee(s)Due: $ p esc'i do o Pro used Revision to Existing Pe 606 ' F 4-110 u)'n ° 1 t r �- Q S t 8 YLt ( f\S . a�V . : P�� .1h s�kp t = pro�ded�t Additional Increase in Building Value: $ o t d�. PU P Site Plan Revised: P blit W/U Approval: ) 4 By signing below.I(printname)__e� �r�o �(� YI1 A^i affirm that the above revision IS incl ive of the proposed changes. ^ /A�hl1M' `� in'' Vim.✓/ � - I (.P - Signature of Contractor/Agent(eoao-aomr mus[sign ifincreatt invawaron) Date / Office Use Only Date: Approved: t/ Rejected: Noted by: Plan Review Comments: De artment review re uired Yes No Bu din nin &tonin Tre dministmtor Plans Examiner 'c Utiliti Z l 1 Public Safety Fire Services Date yr r City of Atlantic Beach APPLICATION NUMBER r Building Department (To be assigned by Me Building Department.) v 800 Seminole Road 11 Atlantic Beach,Florida 322335445 Phone(904)2475828 Fax(904)2475845 r u E-mail: buildingdept@coab.us Date routed: _ D� I I Cityweb-site: M1p:/1ww .coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I�y�"Pr-f lQ(lii� 1JL �y WSewicesU ent review re uired Yes No ( Applicant: � k� g( DS� �riric- &Zonin t� 1 inisrator Project: �Q,uv) S�(\rt rl—l-Q(r1t14 WQ,�I(n rks ities ety es Dept Signature - - - Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Flonda Dept.of Environmental Protection Florida Dept,of Transportation SL Johns River Water Management Disbict Any Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Reviewing Department First Review: ❑AIpproved. Y (Deenied. . ❑Not applicable (BUILone.) Comments: t je Z'Glf ffeiA�t- �f"/e1 w.c k5 BUILDING N / l / PLANNING&ZONING 6/ /t Reviewed by: pa(e; `( TREE ADMIN. Second Review: pproved as revised. ❑Denied. . ❑Not applicable PUBLIC WORKS Commems: C' C PUBLIC UTILITIES l v fm ,l e iLJ s PUBLIC SAFETY Reviewed b Dater FIRE SERVICES Third Review: ❑Approved as revised. []Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised 05/191201] i ` ZONING REVIEW COMMENTS j City of Atlantic Beach ;] Common ty Development Department 800 Seminole Roa Atlantic Beach,Florida 32233-5445 LJ; 9 Date: 6/13/2017 Permit: RES 17-0044 Applicant: Toll Bros, Inc. Review: ZONING Address: 1160 Cape May Ave,Ponte Vedm Site Address: 1847 Atlantic Beach Phone: 217-0739 Drive RE#: Email: arogers@tollbrothers.com Correction Comments 1. Height: Section 24-17 requires height to be measured from average calculated grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height on plans. The height was not provided. 2. Setbacks:Section 24-67(c) requires a site plan showing setbacks. Please clarify the rear setback. Informational Comments Brian Broedell Planner la g0tii Y OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 ,t j) JUN 16 2017 Telephone(904)247-5800 s ' f FAX(904)247-5845 ryr J;3J�� REVISYONRE@HE TOR CORRECTIONS TO REVIEW COMMENT Date: (0— 61,0—VI, Received by: V7 Resubmitted: Permit Number: Q6e&I1 — Ob-•111 Original Plans Examiner: Project Name: Project Address: IS 14 ( C Contractor:SU(.L'$fpr�r , Contact Name: 'C-5v-igVwra 'Ti', Ilvr.nY) Contact Phone : "014 — Contact e-mail: YS.CpYY1 e Psion lan Check/Permit Fee(s)Due: $ vDescrivtiou of Pro Deed Revision to Emsnar Permit: -��•¢V�V� �. CtQVi f��4D110(A.)tf�G ° ,JJa a S ftt ( 0.n T . Additional Increase in Building Value: $ cUtional S.F. LIPV) Pl.f Site Plan Revised: p., Public W/U Approval: By signing below.I(printnar s, M .Y) affirm that the above revision is mcl ive of the proposed changgeesD,�,, ^ r Signature of Contractor/Agent(conbector must sign ifincrnse in valuation) Date Olfice Use Only Date: APpmved:_�__ Rejected: Notified by: Plan Review Comments: � d� cE t �� •add.• W review re uired Yes No intor Plans Examiner ZGDate �nea�sns xr.s City of Atlantic Beach I APPLICATION NUMBER Building Department EgEly� (To be assigned by the Building Department.) r 800 Seminole Road "'' Atlantic Beach,Florida 32233-5446 0 414 Phone(904)2475826 Fw:(904)2 84MA 3 1 1017 E-mail: building-dept@coab.us Data routed: 0,S7 13) �wr}- Cityweb-site: http'.//www.coab.us Ij�';�__--_ APPLICATION REVIEW AND TRACKING FORM Property Address: U4�Pr� �Q(�'�L 4U(,h D epartment review required Yes No p Applicant: � ,` U( DS� L.• &Zonin im ratorProject: 'Ef.Q Si(\ —1-Q(t\11\ WQI�l f1 rkslitiesetyces Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verged B Florida Dept.of Environmental Protection Florida Dept of Transportation St Johns River Water Management District Any Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION BTATUS rPLVA'TNNING wing Department First Review: Approved. ❑Denied. . ❑Not applicable (Circle one.) Comments: BUILDING •! �7UL4�i Mri/�L[T/ &ZONINGReviewed byDateREE ADMIN. Second Review: A roved as revised. ❑ PP ❑Denied. . ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised 0511912017 Ki�Lv; -- avVL OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 !i I JUN 2017 Telephone(904)247-5800 FAX(904)247-5845 REVi ISION REQIT OR CORRECTIONS TOORREVIEW COMMENTEGEIVE: : Date: (pReceived by: �hU) / Resubmitted: ' JUN 19 2017 Permit Number: CL5E] D014 -� Original Plans Examiner: Project Name: Project Address: Contractor:-Q)L(l , Contact NameFi,.-i : n v.e... —r... e i . i+�rl Contact Phone :-10,4,, —'-ro5j—$a(p.r� Contact e-mail: 1-$.Coy-I e Psion lan Check/Permit Fee(s)Due: $ escri Proposed Revision to Existin Permit "(O YEVi Se c�- Cl0.v, 4-1 (OI,JlYSC( � ,J a 44 ru tett tU s� � + P q-:�- Additional Increase in Building Value: $ o Q IPU�°F Site Plan Revised: /U Approval: y Public W By signing below.I(prhst--)—Lb �ro �(a((Maln age that the above revision is incl ive of the propose,Chhangees. Signature of Contractor/Agent(Cotmacmranust sign if increase in vawano„) C2 I LP I Date Offiw Use ONy D-_6y APp wed -- Rejected: Noted by: Plan Review Comments De artment review re uired Yes No Bu di in $Zonin IVb� Tre dministrator Plans Examiner UtilitirAe Public Safety ' Fire Services Date �wmvuna a�.s Ytr • r City of Atlantic Beach _ APPLICATION NUMBER Building DepartmentI. 800 Seminole Road ` (To be assig!ned by the Building De`pIartment) Atlamic Beach, Florida 32233-5445 spy _ Phone(904)247-58x84526 Fax(904)1471207 r yS• Email: buildingdept@wab.us Date routed: D.3- I31 hy)�- Cityweb-site'. http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: _ �� l�Pr-f IQ(�'�L µthy De artment review re uired Yes No B In Applicant: nning BZonin f� Tree Admmis rater Project: J\ertn)_Si D _FQmtI4 JLJL(I(f)/ Pu -ic Works Pu lie Utilities Public Safety Fire Services R ` MWater gency Review or Permit RequiredMRnelpt ept,of Environmental Protection ept.of Transportation River Water Management DisMctrps of Engineersof Hotels and Restaurantsof Alcoholic Beverages and Tobacco APPLICATION STATUS Reviewing Department First Review: 'Approved. ❑Denied. . ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING �A- Reviewed by: v "'v'�' pate:G 617 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. . ❑Not applicable P WORKS Com nts: PUBLIC UTILITIES 6-1-17 PUBLIC SAFETY Reviewed by. Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: - Date: Revised ON19/P01] ?I tyLyry V OF ATLANTIC BEACH 800 Seminole Road yj JUN t Atlantic Beady Florida 32233 2017 Telephone(904)247-5800 FAX(904)247-5845 REV*ION'REQ1UE TOR �o � ' ' CORRECTIONS TO REVIEW COMMENT I JUN 1 .9201] Date: (p— 66o-1'p Received by: V7 Resubmitted--I Permit Number: O_f - OOtat4 Original Plans Examiner: —�— Project Name: Project Address: i? `lY N 3 e C 1 pre!-(rl pyl V •E' Contact Phone! Contact Name: Y�v: Contact Phone : t0 —�{prj_8q(p�Contact e-mail:10{.alenan ri --.! — • !-tee COJ'n e rsion Ian Check/Permit Fee(s)Due: $ .escri t1&gLPEmposed Revision to Exists Permit: p YE VAC �. danIF .(0110Le)lf�G ° -e .1 b + e h } n kc ct tU 6� c� + P d::�_ Qro decd r. Additional Increase in Building Value: $ Aaclitional Site Plan Revised: Public W/U Approval: y By signing below.I(print asme)__Ibna_hr�a ::�rcC.e 1 Maln affirm that the above revision is incl I've of the proposed changes. Signature or Contractor/Agent (ContrecWr must si�ifinwease in valuation) Date Office Use Oaly Date: oL_ Appmved:� Rl q: Notified by: Plan Review Comments: trrt u llf A&&V,'?'(- De artment review re uired Yes No FYI Bu d' in &Zonin Tre mmistrator Plans Examiner Willi Public Safety Fire Services Date -S yA,yr S `r Jae 1.. J ITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Line t i 1 ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5574 NEW WATER/SEWER TAP REQUEST Date: G -/ - 1 7 Project Address:J 8 y 7 ,4 t 1A*xn cg (� No.of Units: L Commercial_Residential v"�' Multi-Family New Water Taps)&Meter(s) Meter Size(s) 3� New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter - Size 3/Y New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address -- Signature: (Applicum) CITY STAFF USE ONLY Application#VES 17 - (70 t�t� Water System Development Charge $NP Sewer System Development Charge $Water Meter Only $Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ (notes) Cross Connection $ - Other $ TOTAL $S to. 00 APPROVED: Kavle Moore.PE (Deputy PWDirector or Authorieed&gnmre) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES C4NBEASSESSED BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach,FL 32233 Office (904)247-5826 Fax(904)247-5845 Job Address: 1847 Atlantic Beach Drive:Atlantic Beach, FL 32233 Permit Number: b0 4y Legal Description Lot 49 Atlantic Beach Country Club Unit 2 67-52-08-2S-29E.166 Parcel Floor Area of Sq.Ft. Sqq.Ft Valuation of Work S 411.697 Proposed Work heated/cooled3524 non-heated cooled 1y08 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed?(Circle one): N/A Florida Product A proval# See attached _ For multiple products use pro— uct�approval form Describe in detail the type of work to be performed:New Residential Construction f Property Owner Information: MAI 3 0 I'll Name: TOLL FL VI LIMITED PARTNERSHIP Address: 160 Cape May Avenue City Ponte Vedra State FL Zip32081 Phone 904 217-0739 E-Mail or In#(Optional)arogers@tollbrothem.com ----- -- --------+ Contractor Information: CONTRACTOR EMAIL ADDRESS: artu erst7.tollbrothers.com Company Name:Toll Bros.,Inc.Qualitying Agent: Steven R Merten Address: 160 Cape May Avenue City Ponte Vedra State FL Zip 32081 Office Phone 904 217-0739 Job Site/Contact Number 904 386-6472 Fax# State Certification/Registmtion#CGC 1510225 Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain apermit to do the work and installations ar indicated. I cert fy that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards ofall laws regulaang construction in this jurisdiction This permit becomes null and void tfwork is not commenced within six(6)months,or ifconstruction or work is smpendeAd or abandoned for a period ofsis/6)months at any time aAer work is commenced I understand that separate permits must be secured for Elecin sd Work, Plumbing,Signs, Wells, Pools, Funmces, Boilers, emen,Tanks and Air Condidomus,eta WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO1JR NOTICE OF COMMENCEMENT. I hereby cerl6 that I have read and examined this ap molten and know the same to be true and correct. All provisions of laws and ordinances governing this type ofwork will be complied with whether spec(led herein ar not. The granting of a permit does not presume m give authority to violate or cancel the provutons ofarty other federal,stale,or local law re lanng construction or the per ormance ofconslruction. Signature of Owner Signature of Contractor Print Name Steven Me n Division Sr.Vice President Print Name Steven MeXDivisionVice President ........................................ ............. . Before me Before me this 16 Day of May 2017 this 16 Day of May 2017 Notary Pub 01 A/1 A ) Notary c ASHLEY ANN R0GER8 Revised 01.26.10 MY COMMISSION#GGOI9153 EXPIRES August 09,2020 ;dit"'tiyys ASHLEY ANN ROGERS MY COMMISSION#GG019753 EXPIRES August N.2020 DO NOT WRITE BELO - OFFICE USE ONLY Codes:2010 PLUMDA BUILMU CODE Review Result (circle one): Approved Disapproved Approvedw/Conditions Review Initials/Date: 177 G Development Size Habitable Space 36.11 S.F. Non-Habitable g S.y? I Impervious area Miscellaneous Information Occupancy Group R-3 Type of Construction l/ 6 Number of Stories Zoning District C .lax. Occupancy Load lire Sprinklers Required flood Zone X :onditions/Comments: NOTICE OF CWMENCEMENT OFFICE COPY State of: FLORIDA Tax Folio No. 169505-1540 County of: DUVAL Arm-14 -� ��' �'� — OC 5fV To Whom It May Concern: The undersigned hereby informs you that improvements wilt be mad to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Lot 49 Atlantic Beach Country Club Unit 2 67-132 08-2S-29E 166 Address of property being improved: 1847 ATLANTIC BEACH DRIVE ATLANTIC BEACH FL 32233 General description of improvements: NEW HOME CONSTRUCTION Owner:TOLL FL VI LIMITED PARTNERSHIP Address: 250 OIBRALTAR RD HORSHAM.PA 19044 Owner's interest in site of the improvement: FEE SIMPLE Fee Simple Titleholder(if other than owner): Name: Contractor: TOLL BROS-INC. Ute^' Address: 160 CAPE MAY AVE PONTE VEDRA,FL 32081 Telephane No: 904-217-3852 Fax No: 904-460-2683 Surety(if any) Address: Amount of Bond$ Telephone No: Fax N0: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax N : Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: STEVE MERTEN.Division Sr Vice President Address: 160 CAPE MAY AVE PONTE VEDRA.FL 32081 Telephone No: 904-217-3852 Fax No: 904460-2683 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section j 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expirafion date is one(I)year the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: Doc M 2017123900,OR EK 17993 Page 2102, Before met is day of m the Comity of L Johns, Number Pages:1 Reocoled W2612017 at 11.26 AM. State Of Florida,has personally appeared Ronnie Fussell CLERK CIRCUIT COURT DUVAL I Notary Public at Large,Suits of Plpri e�OCounI of 93~16tws. d..1VQ COUNTY My commission expires' RECORDING$10. Personally Known: or Produced Ideatificalion: ;pi^•' ?: ASHLEY ANN ROGERS MY COMMISSION I GG019753 EXPIRES August 08,2020 R.O.W. Permit Attachment of for R.O.W. Permit# issued , 2017 Atlantic Beach, FL 32233 Owner's Name: Toll FL VI,LP Property Address: 1847 Atlantic Beach Drive Atlantic Beach, FL 32233 Subdivision: Atlantic Beach Country Club Lot#/Block#: 49 R.E. #: 169505-1540 REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this_,,?„__day of 2011_ by Atlantic Beach, Florida, a municipal corporation organized and existing under th 4ws of the State of Florida,hereinafter referred to as"CITY"and Toll FL VI, LP of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNE SETH: That the CITY does hereby grant the USER pe ission 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: hers in the Right of Way for the driveway. 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 receipt requested,to the following address: 160 Cave May Ave Ponte Vedra,FL 32081. The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing,or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code,and all other land use and code requirements of the CITY, including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page 1 of 2 r SER, prior to making any changes from the approved plans and/or method, must obtain proval from the City of Atlantic Beach, Public Works Department, for said changeThe l,at the discretion of the CITY, be requested to submit as-built drawings showing the change y(30) days after the day of completion. This permit shall inure 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. DATED and SIGN is 16 day of May , 2017. By: S ve Merten, Division Sr.Vice President,Toll FL VI,LP. ([o be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this 16th da yp f Mav , 2017, personally appeared before me, a Notary Public in and for said County and State}��Lw'StToTCs, Florida ,the property owner of 1847 Atlantic Beach Drive,Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purppsej therein mentioned. ASHLEYANNR03ERS MY COMMISSION p GG019r53 No P blic in for s. d County and State EXPIRES ap�M 09.2020 CITY OF ATLANTIC BEACH,FLORIDA,a municipal corporation: Approved: c cs ectoor /a07{�#04-41r For Permits where city sidewalk is impacted, City Manager approval required: Nelson Van Liere, City Manager Page 2 of 2 r r r w r 3 P yD "? oG (� o Ln :r F i OR' 3 H ft N m n 0 w 0 � Hy m 0 m ^+ O = � s x 0 O N E O C. a p1 fn n a < < < S o 0 a m � O C 6 v r � 0 J Q u m 0 ` 00z! 2o = }- C) Cr° a , § } j � k � � § { � Z § ` : ! | \ ! R : ! / 3! [ } } } \ \ „ ; + ! r ! R / - - { ) \ \ \ RL � � CJ 5 N _' �z 5 N `• G7 W N r O b OJ J Q lA A W N r PI � J O. U A W N L RJ yr �+ c C 'A b O o N F 9 o m a M N n ° e o. o m v a c � P Z O � � o o 0 N o C y n y gyp' pAN N W m it r O O m_ R Ad00 901AJO a m n n C) o ry 0 z ° ao y n m N 3 d a o m o P J m O 9 o. b � w 4 s " = N b [D 9 � w � 2 q ° N � a o aA 'o 00 � m 0 �-n B 0 0 F M N O 3 �e m e. z .. zp 0 3 a m r Y 0 m 2 N S $ 2 A N M O Q V O W A A � » N O 3 � 0 3 0 O S yS 'J S 0 OFFICE COPY ,FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Captiva 3524 Left SW Builder Name: Toll Brothers Street: Lot 49 Atlantic Beach CC Permit Office: Atlantic Beach City,Stale,Zip: Atlantic Beach,FL, Permit Number. Owner: Toll Brothers Jurisdiction: 261300 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) Area 1. New construction or existing New(From Plans) 9. Wall Types(3759.0 soft.)a Frame-Wood,Extortor R18 .0 Insulation 3535.70 ft' 2. Single family or multiple family Single-family b.Frame-Wood,Adjacent R=13.0 223.33 ft' 3. Number of units.*9 multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 4 d.NIA R- if, 10.Ceiling Types (2877.0 sqft.) Insulation Area 5. Is this a worst case? No a.Under Attic(vented) R=38.0 2596.00 ft' B. Conditioned floor area above grade(it) 3524 b.Under Attic(Vented) R=19.0 281.00 fl? c.N/A R= fV Conditioned floor arae below goods(W) 0 it.Ducts R W 7. Windows(471.9 sq@.) Description Area b.Sup: Attic,Ree::Attic,AH:tic,AH 2nd dFloor 6 119 a. U-Factor. ON,U=0.33 471.94 W SHGC: SHGC=0.30 12.Cooling systems kBtufm Efficiency b. U.Factor. N/A 8' a.Central Unit 18.0 SEER:14.00 SHGC: In Central Unit 36.0 SEER:14.00 c. U-Factor. WA 8' SHGC 13.Heating systems kBt in r Efficiency d. U-Factor. N/A ft' a.Electric Heal Pump 18.0 HSPF:8.20 SHGC: In Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average Overhang Depth: 6.162 ft. 14.Hot water systems 00 Area Weighted Average SHGC: 0.3 a.Natural Gas Tankless Cep:1 gallons S. Floor Types (3524.0 soft) Insulation Area EF:0.800 a.Slab-On-Grade Edge Insulation R=0.0 2828.00 ft' b. Conservation features b.Floor Over Other Space R=0.0 647.00 ft' None c.other(see details) R= 49.00 0' 15.Credits Pstat Total Proposed Modified oads: 71.49 PASS Glass/Floor Area: 0.134 Total Baseline L ads: 91.32 I hereby certify that the plans and specifications covered by Review of the plans andOFKn�B S747E this calculation are In compliance with the Florida Energy specifications covered by this Code. calculation Indicates compliance y1�'�„ ss,,y,,+• „ with the Florida Energy Code. PREPARED BY:44 1 pgyt= Before construction is completed a DATE: --`r, /'-��y - - this building will be Inspected for compliance with Section 553.908 a e✓a n I hereby certify that this building,as compliance is in designed, cora Florida Statutes. with the Florida Energy Code g p J�C'OD yyL.SgJo'� OWNERlAGENT: BUILDING OFFICIAL: /)'70'n �; _ DATE: _ 'h -- DATE: if se - 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. 5/212017 5:36 PNI EnergyGou9e®USA-Flaffes2014 Section R405.4.I Compliant Software Page 1 of 5 F RM R405-2014 PROJECT Title: Captiva 3524 Left SW Bedrooms: Address Type: Street Address Building Type: User Conditioned Aree: 524 Lot# Owner: Toll Brothers Total Stories: I BlocIdSubDNiabn: #of Units: 1 Worst Case: No PlatBook: Builder Name: Toll Brothers Rotate Angle: 0 Street: Lot 49 Atlantic Beach C Permit OHice: Attanlic Beach Cross Ventilation: No County. Duval Jurisdiction: 261300 Whole House Fan: No 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 vDesign Location TMY Site Zone 97.5% 15% Winter Summer Degree Days Moisture Range FL,Jacksonvllla FL_JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name _ Area Volume _ 1 Blockt 2828 28280 2 Blocks 696 6264 SPAC S Number Name Area Volume Kitchen Occupants Bedrooms Infll ID Finished Cooled Heated 1 Main 2828 28280 Yea 4 3 1 Yes Yes Yes 2 2nd Floor 696 6264 No t 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-0n-Grade Edge Insulalio Main 214 It 0 2826 f' _--- 0 0 1 2 Floor Over Other Space 2nd Fluor _._ -- 647W 0 0 0 1 3Raised Floor 2nd Fluor ___ 491t' 0 0 0 1 RO F Roof Gable Roof Solar SA Emilt Bush Deck Pilch # Type Materials Area Area Color Absor. Tested Tested man[. (deg) 1 Gable or shed Composition shingles 30320' 478fP Medium 0.4 N 0.9 No 0 18.4 A IC 17 If Type Ventilation Vent R do(1 In) Area RBS IRCC 1 Full all Vented 00 2877 fl' N N 5/22017 5:36 PM EnergyGauga®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of F RM R405-2014 CEILING # Ceiling Type Space R-Value_ Ins Type Area Framing Fmo Truss Type 1 Under Atllo(Vented) 2nd Floor 38 Blown 5481t' 0.11 Wootl V 2 Under Attic(Vented) Main 36 Blown 2048W 0.11 Wood 3 Under Attic(Vented) 2nd Floor 19 Blown 146 ft' 0.11 Wood V_ 4 Under Attic(Vented) Main 19 Blown 133 ft' 0.11 Wood WALLS AdlaceM S ace Cavity Width Height >ro Sheathing Framing Solar Below mt-.djamot ag7yp P ..�.ueWe--F1-In--fit-J -J Value. mado Aback - rad ° _ 7 SW Exterior Frame-Wootl 2nd Floor 19 23 2 9 0 2D8.S ft' 0 0.23 0.4 0 2 SW Exterior Frame-Wood Mein 19 22 8 10 0 226.7 IF 0 0.23 0.4 0 3 BE Exterior Frame-Wood 2nd Floor 19 49 0 9 0 441.0W 0 0.23 0.4 0 V4 SE Exterior Frame-Wood Main 19 78 0 10 0 780.0 ft' 0 0.23 0.4 0 _ 5 NE Exterior Frame-Wood 2nd Floor 19 23 2 9 0 208.5W 0 0.23 0.4 0 �6 NE Exterior Fame-Wood Main 19 45 0 10 0 450.01? 0 0.23 0.4 0 �7 NW Exterior Fame-Woad 2nd Floor 19 49 0 9 0 441.0 ft' 0 0.23 0.4 0 1/ 8 NW Exterior Frame-Wood Mein 19 78 0 10 0 7800112 0 0.23 0.4 0 �9 SW Garage Frame-Wood Main 13 22 4 10 0 223.3 IF 0 0.23 O.a 0 DOORS Storms I.Nalue Width Haight Area # Omt Door Type Space Fl In Fl In - jL 1 SW Insulated Main None .4 3 8 24 IF _ V 2 SW Woad Main None .4 2 8 8 21.3 ft' 3 NW Wood 2nd Floor None .4 2 0 6 8 17.8111 WINDOWS Orientation shown is the entered,Proposed orientatloa NF J OWall - Overhang # mt ID Frame Penes RC U-Faalar SHOC Paris Depth Separelion Int Shade Screening V_ 1 SW 1 Vinyl Low-E Double Yes 0.33 0.3 15.S fP 1 It 4 in 1 ft 0 in Drapeslblinds Exterior s _V 2 SW 2 Vinyl Low-E Double Yes 0.33 0.3 16.0 ft' 13 ft6In 1R0In None Exterlar5 -, 3 SW 2 Vinyl Low-11 Double Yes 0.33 0.3 42.0 IF 51t6 in 1It0 in Drapeslbllnds Exterior 4 SW 1 Vinyl Low-E Double Yes 0.33 0.3 4.0 IF 6 It 6 in 1 ft 0 in None Exterior 5 5 BE 4 Vinyl Low-E Double Yes 0.33 0.3 16.0ft 1 R4In 110 in None Exterior 5 v_ 6 SE 4 Vinyl Low-E Double Yes 0.33 0.3 24.0 ft' Ift41n 1f in None Exterior _V 7 NE 6 Vinyl Low-E Double Yes 0.33 0.3 15.5 ft' 1 ft 4 in 1 R D in Drapesiblinds Exterior 5 8 BE 3 Vinyl Low-E Double Yes 0.33 0.3 6.0111 1 It 4 In 1 ft 0 in None Exterior 5 9 NE 6 Vinyl Low-E Double Yes 0.33 0.3 51.7 W 11 7t4 in 1 ft 0 in Dmpeslblinds Exterior 5 10 NE 6 Vinyl Low-E Double Yes 0.33 0.3 128.0 ft' 11 It 4 I 1 ft 0 I None Exterior 5 11 BE 4 Vinyl Low-E Double Yes 0.33 0.3 4.0 ft' 1 14 In 1 If 0 in None Exterior 5 12 NW a Vinyl Low-E Double Yea 0.33 0.3 30.0111 1ft4In 1ft0 in None Exterior 13 NW 0 Vinyl Low-E Double Yes 0.33 0.3 12.0 ft' 1 ft 4 I 1 If 0 in None Exterior 5 14 SE 3 Vinyl Low-E Double Yes 0.33 0.3 62.0 H' 1 It 4 i 2 It 0 I None Exterior 5 15 SE 4 Vinyl Low-E Double Yes 0.33 0.3 15.5 W 1 ft 4 in 2 If 0 in Drapeslblinds Exterior 5 16 SW 1 Vinyl Low-E Double Yes 0.33 I 0.3 17.8 W 616 in 1 It 01n None Exterior 5 52120175:36 PM EnergyGauge®USA-FlaRes2014Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 WINDOWS Orientation shown is the entered.Proposed Orientation. / Wag Overhang ## Omt ID Frame_ Panes NFRC U-Factor SHG _ Area Depth Separation Int Shade Screening 17 NE 5 Vinyl Low-E Double Yes 0.33 0.3 12.O fe i ft 41n 1 ft 01n None Exterior s GARAGE �. # FloorArea Ceiling Area Exposed Wall Perimeter Avg.Wall Helghl Exposed Wall Insulation V _ 1 533112 533 fl' 63 8 loft 0 INFILTRATION # Scope Method SLA CFM 50 EILA EgLA ACH ACH 50 1 Wholehouae Proposed ACH(50) .000317 2878.7 158.03 297.21 .2952 5 HEATING SYSTEM # SystemT a Subtype_„ Efficiency Capacity 42sys#1 _ ...-_ __.._ 1 Electric Heat Pump None HSPFS.2 18 kBtWhr 2 Electric Heat Pump None HSPF:8.2 36 kBtulhr COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flaw SHR Block Ducts 1 Central Ung Split SEER: 14 18 k8tulhr 540 cfm 0.7 2 sys#1 2 Central Unit Split SEER:14 36 1,6lulhr 1080 clip 0.7 1 sys#2 HOT WATER SYSTEM # System Type SubType Location EF__ Cap Use SefPal Conservation 1 Natural Gas Tankloss Exterior 0.8 1 gal 60.9 gal 120 dog None SOLAR HOT WATER SYSTEM FSEC Collector Stange Cert # Company Name System Madel# Collector Model# Area Volume FEF None None DUCTS El � EAAfflic, --Supply— —Return— Air CFM 25 CFM25 HVAC# ion R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool a 6 466 ft Able 146 ft Default Leakage 2nd Floor (Default) (Default) 1 1 6 119ft Attic 60 ft' Default Leakage 2nd Floor (Default) (Default) 2 2 512MO17 5:36 PM EnergyGaugeO USA-FlaRas2014 Section R405.4.1 Compliant Software Page 4 of 5 F RM R405-2014 TEMPERATURES ProgramablCc ling t(e Thermostat: 1�Y Feb (t([XX ItfL1 CApfalling Fens. X�] Nov J�mf[f[ (Et j] It 17Oct ffffJX Dec Venting [ Jan ` ]Feb In�Mar Int Apr ` JM"May ]Jun lx�Jul lxl Aug �X�Sep [%]Oct JX Dec Themrostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 Cooling(WD) AM 78 78 78 75 78 78 78 78 80 80PM 80 80 78 78 78 78 78 78 78 78 78 Cooling(WEH) pM 78 78 78 78 78 78 78 78 78 78 78 78 78 8 78 Heating(WD) pM 68 68 68 68 68 6 66 8 fib 68 68 68 66 68 66 6B 68 68 6116 Heating(WEH) PM 66 68 68 68 68 66 68 68 68 68 66 86 MECHANICAL VENTILATION Type Supply CFM Esheust CFM Fen Watts H_RV Heating System Run Time Cooling System_ None 0 0 0 2-Electric Heat Pum 0% 2-Central Unit 512/10175:36 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5of5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index,the more efficient the home. Lot 49 Atlantic Beach CC, Atlantic Beach, FL, 1. New constmctlan or existing New(From Plans) 9. Wall Types Insulation Area a. Frame-Wood.Exterior 2. Single famAdjaceR=190 3535.]0 ft' briefly or multiple family Single-family b.Frame-Wood.Adjacent R=13.0 223.33 ft' 3. Number of polls,if multiple family 1 c, NIA R= fl' d.NIA R= tv 4. Number of Bedrooms 4 10.Ceiling Types Insulation Are. S. Is this a worst case? No a.Under Attic(Vented) R=38.0 2596.000' 6. Conditioned floor area ft) 3524 b.Under Attic(Vented) R=190 281.00 ft- . NIA R= ft 7. Windows" Desclip0on Area 11.Ducts R ft' a. U-Factor ON.U=0.33 471.94 ft' e, Sup:Attic,Ret:.Attic,AH:2nd Floor 6 466 SHOO: SHGC=0.30 b.Sup: Aftic,Ret:Attic,AH:2nd Floor 6 119 b. U-Fecloc N/A 0' SHOO: 17 Cooling systems hBtulhr Efficiency c. U-Factor. NIA 0' a.Central Unit 18.0 SEERA4.00 b.Central Unit 36.0 SEERA4.00 SHOE: d. U-Factor. NIA ft' 13.Heating systems xBtulhr Efficiency SHOD: a.Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average Overhang Depth: 6.162 ft. in.Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average SHGQ 0.300 B. Floor Types Insulation Area 14.Hot water systems Cap: 1 gallons a.SIaDOn-Grade Edge Insulation R=0.0 2826.00 IF a.Natural Gas EF:0.8 b.Floor Over Other Space R=0.0 647.000' b. Conservation features c.other(sane details) R= 49.00 fP None 15.Credits Pslal I certify that this home has complied with the Florida Energy Efficiency Code for BuildingOd,'rH867,gp4 Construction through the above energy saving features which will be installed (or exceeded) � in this home before final inspection. Otherwise,a new EPL Display Card will be completed - based on installed Code compliant a ores. c Builder Signature: _ Date: - 5 3� �7 Address of New Home: IS LI f}}Ian � F>fl(J�1 of. City/FL Zip: D, '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. I "Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5=017 5:37 PNI EnergyGauge®USA-Flartes2014 -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: Lot 49 Atlantic Beach CC [Permit Number: Atlantic Beach,FL. MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shell require that an energy performance level(EPL) display card be completed and caddied!by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Snidest requires the EPL display card to be included as an addendum to each sales canlract for both presold and nonpresold residential buildings.The EPL display card contains Information indicating the energy performance level and efficiencies of components Installed In a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be bund in Appendix C. 0 R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shad comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be Installed In accordance with the manufacturers Instructions and the cnnina listed in Table 402.4.1.1,as applicable to the method of constredllen. Where required by the code official,an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rale 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.Tasting shall be conducted with a blower door at a pressure of 0.2 inches Big.(60 Pascals).Where required by the code official,leafing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the lest and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the Intended weatherstripping or other Infiltration control measures; 2.Dampers Including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond Intended Infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Extedor doms for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Healing and cooling systems,0 installed at the time of the test,shall be turned off,and 6.Supply and return registers.if installed at the time of the test,shall be fully open. O R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air Infiltration rate of no more than 0.3 cfm per square foot(1.5 Usim2),and swinging doors no more than 0.5 con per square foot(2.6 Uslm2),when tested according to NFRC 400 or AAMANJDMAICSA 10111.S.21A440 by an accredited,Independent labomiory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 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 2B3 at a 1.57 pat(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the Interior wall or calling covering. O R403.1.1 Thernoafat provision(Mandatory). Al least one thermostat shall be provided for each separate heating and cooling system. • R403.1.3 Haat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating lead. O R403.2.2 Sealing(Mandaloty)AII ducts,air handlers,and filler boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by past-constmction or mugh-in testing below. Duct tightness shall be verified by testing to Section 003 of Ne RESNET Standards by either an energy rater cerdfied in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be'substantially leak free"by either of the following: 1. Post-construction test Total leakage shall be Was than or equal to 4 chin(113 Umm)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 Inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the lest. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches Big.(25Pa)across the system,including the manufacturers air handler 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 ba less than or equal to 3 cfm (85 Umin)per 100 square feel(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage lest is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this Cade, 52120175:37 PM EnemyCauge®USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) , 0R403.2.3 Building Cavities(Mandatory). Building framing cavities shall n�l be used as ducts or plenums. [I] R403.3 Mechanical system piping Insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 5VF(1 YC)shall be Insulated to a minimum of R-3- R403.3.1 Protection of piping insulation. ❑ 0.403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system Is not in use. ❑ R403A.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 heal trap or a downward and upward bend of at least 3`/a Inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403A.4 Water heater efficiencies(Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls Capable of adjustment from the lowest to the highest acceptable temperature settings for the Intended use.The minimum temperature setting range shall be from 100-F to 140-F(38-C to 60-C). R403.4A.1.2 Shutdown. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned o6.A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment Water heating equipment Installed In residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Cade,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide healing functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water healers shall met the criteria Section R403.4.4.2.1, R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hol 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. ❑ Rel Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Cade,Residential or Florida Building Cade,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6A 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 healing and cooling calculator,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 safely 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. • 0.403.6.1.1 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 A A 5 times greater than the total load calculated according to the procedure selected in Section 403.5 or the closest available size provided by the manufacturer's product lines.The Corresponding latent capacity of the equipment shall not be less than the calculated latent load, 5/2/20175:37 PM EnergyGauge®USA-FlaRe92014 -Section R405.4.1 Com Page 2 of FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 CoolingfoquillmentimPxcity.(continued) The published value for AHRI total capacity is a nominal,voting-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains F the return ducts)Is installed in an unconditioned space. Exceptions: 1. Attached single-and mull-family residential equipment sizing may be selected so that its cooling capacity is lass than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,In attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heal pumps. Heal pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heal pump total cooling capacity shall not be more than 1.15 times greater than the design coaling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design • requirements calculated according to the procedure selected in Section R403.6.1. R403.5.1.2.3 Fossil lust heating equipment. The capacity of fossil fuel healing equipment with natural draft atmospheric burners shell not be Was than the design load calculated in accordance with Sectton R403.6.1. O R403.6.f.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an Intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or hearing system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized, ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling un"shall comply with Sections C403 and C404 of the Commercial Provisions In lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and Ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F,and no precipitation Is falling and an automatic or manual control that will allow shutoff when the outdoor temperature Is above 40°F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified 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 ANSVAPSPA 4. 0 8403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oll4imcl 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 shell not have continuously burning pilot lights. 8403.942 Heat pump pool herefore. Heal Pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.Alest report from an independent laboratory is required to verify procetlure compliance.Geothermal swimming Pool heal pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turnoff and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps, Heaters,pumps and motors Mal have built In timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. Z. Where pumps are required to operate soli and waste-heal-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered anergy,such as a heal pump or solar energy source computed over an operating season. ❑ RR404t1 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 R4044.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely Inside the building thermal envelope shall be insulated to a minimum of R-6. 0 R406.2.1 Performance ONLY. Ceilings shall have minimum Insulation of R-10.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 6/22017 5:37 PM EnergyGauge®USA-Flar es2014 -Section R405.4.1 Com Page 3 of 3 'FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Capfiva 3524 Left SW Builder Name: Toil Brothers Street: Lot 49 Atlantic Beach CC Permit Office: Atlantic Beach City,State,Zip'. Atlantic Beach,FL, Permit Number: Owner. Tall Brothers Jurisdiction: 201300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air bander shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceilinglattio The air harrier in any dropped colinglsofft 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 windowldoor jambs and framing and skylights and framing shall be sealed. Rim'ohns Rim joists are insulated and include an air barrier. Floors oncluding above-garage Insulation shall be installed to maintain permanent contact with underside / and cantilevered floors) ofsubfloor decking. ✓ The air barrier shall be installed at any exposetl edge of insulation. 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 Balls in narrow cavities shall be cut to ft,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity s aces. 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 fhe 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. Showeritub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air battler installed separalinthem from the showers and tubs. Electricallphone box on The air barrier shall be in ailed 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 5/220175:37 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of i FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Captive 3524 Left SW Builder Name: Toll Brothers Street: Lot 49 Atlantic Beach CC Permit Once: Allanlic Beach Cily,State,Zip: Atlantic Beach,FL, Permit Number: Design Locatled: FL,Jacksonville Jurisdiction: 261300 Coad.Floor Area:: 3524 tal Curd Volume: 34544 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R:— - CFM(50): --. Single or Multi Point Test Data ELL: HOUSE PRESSURE FLOW: I EgLA'. _ — ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes par hour in Climate Zones 1 and 2,3 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 wg.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third perry.A written raped of the results of the test shall be signed by the party conducting the lest 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,mokdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures: 3.Interior doom.if Installed at the time of the test,shall be open; 4.Exterior doors far continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Healing and cooling systema,If installed at the time of the test,shall be turned off;and 6.Supply and return registers,if Installed at the time of the test,shall be fully open. I hereby cerfify that the above envelope leakage Where required by the code official, DF'tHE SrAre performance results demonstrate compliance testing shall be conducted by an , o� with Florida Energy Code requirements in approved third party.A written accordance with Section R402.4.1.2. report of the results of the test shall be signed by the third party conducting the test and provided to e SIGNATURE: the code official. ---- _.._— con yyEfi'� PRINTED NAME: BUILDING OFFICIAL: _ DATE: --- —_—_ _--.... DATE: 51212017 5:37 PM EmMyGaul USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 Project Summary 0,d.: list By: Saldie Guinlivano /H - - - McGowan's Heating & Air Conditioning, Inc. iB50 CdIIm Roatl,nranpa PaA.FI J3W3 PM1me;9M4]eA3S9 Faz:806P]4NG8 Emsll:komy�mcgoxansec rvm WeM1:wwvs.mc9owansac.com --Proiect Information For: Toll Architecture Notes: Captiva Bonus Design Information St.Augustine, FL. Winter Design Conditions Summer Design Conditions Outside db 34 'F Outside db 99 'F Inside db 70 °F Inside db 75 'F Design TO 37 'F Design TO 24 'F Daily range M Relative humidity 50 % Moisture difference 60 gale Heating Summary Sensible Cooling Equipment Load Sizing Structure 25779 Btuh Structure 22294 Bah Ducts 4055 Btuh Ducts 5295 Btuh Central vent(0 cfm) 0 Bah Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Binh Piping 0 Bluth Equipment load 29834 Btuh Use manufacturers data y Rate/awing muil%lier 1.00 Infiltration Equipment sensible load 26015 Binh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3299 Btuh Ducts 915 Bah Central vent(0 dm) 0 Btuh Heating Cooling (none) Area(ftJ 2828 2828 Equipment latent load 4729 Blain Vblume(fly 28280 28280 Air changes/hour 0.26 0.13 Equipment total load 30744 Btuh Equiv.AVF(cfm) 124 62 Req.total capacity at 0.70 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0360000BO Cond CH14NB0360000BO AHRI ref 9162429 Coil FB4CNP036L AHRI ref 9162429 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating Input Sensible cooling 23100 Btuh Heating output 33800 BtuhQ47°F Latent cooling 9900 Btuh Temperature rise 29 'F Total cooling 33000 Bitch Actual air flow 1050 cfm Actual air Flow 1350 dm Air flow factor 0.035 cfm/Btuh Air Bow factor 0.049 dm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.87 Capacltybalance point=31 "F Backup: Input=8 kW, Output=28730 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 414--right-oft- mn-May-ansae:aa WmIM BUItler Ey NM9M1lauR 1]e.rnf) W. Pepet P1G�+ ...on\TdIBro1Mn\CapRoa Banua JSN LeR SW.mp GIc=MJB Fmnl Oowracea:SW Project Summary J.1d Data- 2nd By: Saltlie Gelntivano - - -- McGowan's Heating & Air Conditioning, Inc. 48`A Cdlina Road.Omnge Perk.n 32073 Prang:9043789339 Fax:9 0 4 316 838 8 Emelt:ho y@mcgo awdom wes:xwx.m awansac mm Promect Information For: Toll Architecture Notes: Captiva Bonus Design Information St.Augustine,FL. Winter Design Conditions Summer Design Conditions Outside db 34 "F Outside db 99 °F Inside db 70 °F Inside db 75 °F Design TO 37 "F Design TD 24 'F Daily range M Relative humidity 50 % Moisture difference 60 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9905 Binh Structure 9106 Stuh Ducts 1087 Btuh Ducts 1496 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Shin (none) (none) Humidification 0 Btuh Blower 0 Stub Piping 0 Blob Equipment load 10992 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 12556 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1728 Btuh Ducts 263 Btuh Central vent t0 cfm) 0 Btuh Heating Cooling (none) Area ga) 696 696 Equipment latent load 2991 Btuh Volume ffix 6264 6264 Air changes/hour 0.72 0.36 Equipment total load 15547 Btuh Equiv.AVE(cfm) 76 38 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0180D00A0 Cond CH14NBO18000OA0 AHRI ref 9162108 Coil FB4CNP018L AHRI ref 9162108 Efficiency 8.2 HSPF Efficiency 11.5 EER,14 SEER Heating input Sensible cooling 12460 Btuh Heating output 17600 Bluh@47'F Latent cooling 5340 Btuh Temperature rise 31 'F Total cooling 17800 Blob Actual air now 525 cfm Actual airflow 525 circ Air flow factor 0.048 dm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacitybalance point=23'F Backup: Input=3 kW, Output= 10702 Shin, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri M1tsoft- 2011.,.216:3e43 caraw Brower by wagmaan 11021 RBW34dd Pgle2 AM ,,,on\TOIIBmintte\Captive Bonus J524 FallBwrvp C.1—.111 F.D-11— Sw 2nd Floor 14,11 re 12 swaa.. ra ly t°s. I 3 n' a. .,all ,I—I . s,.Z.way 1.4 m1 b@IM'I r raa Job#: MCGowan'S Heating &Air Conditioni... scale: 1 : 128 Performed by Saldie Guintivano for: Pag.1 TO ArCrtleUure 4850 Collins Road Comfort BUM.,by Wrights.% Orange Park,F132073 17.0.21 RSU03444 Phone:904-248-0339 Fax:904-278-0366 201]-May-0216:39:20 www.mcgowansa.c.m k..y@mcgowansanwm ...s\Capliva Bonus 3524 Lea SW.rup 1st Floor ewer ; Q.e mtB'Fili dining B.n fid B Bao e• 14x6 10 a gren > : 3'Fen 14' 1Pmea.i pq� tz. 1oe� 1B°� 4.B 1B' Q 12613 4a8 1a' Bxa B. Bn0 Bgad �auaery p Cewtlm ikd 6,�Jo 3'Foo DaB 4x4 10,10 6 6 10' s vvv B' }Bdy�', M180. 51 ®n.1,2 S Fan 12."II a0 omr,l 14,6 ye,aee - f Daa.ar Job#: McGowan's Heating &Air Conditioni... scale: 1 : 128 Performed by Saldie Guintivano for: Page 2 Tor nrcnilecwre 4850 Collins Road Comfort guider by WngMao6 Orange Park.FI 32073 17.0.21 RSU03444 Phone:904-2]8-0339 Fax:904-278 0366 2011-May-02163928 ww.mcgowansac. m korey@mcgowansac cord ._MCaptiva Bonus 3524 Lof SKrup Manual S Compliance Report Jab ' Bate: ✓� rydil 1st By: Galtlie GBintivano McGowan's Heating &Air Conditioning, Inc. 4850 Collins Road.Cran9e Pah.Fl 320773 PMne:B042rBO3ae Fa[:90F2760363 EmalL oxeyd8mc9avansao—an Wro:w.wv on,,mamac onto P-roject Information For: Toll Architecture Cooling Equipment Design Conditions Outdoor design DB: 99.3°F Sensible gain: 26015 Btuh Entering mil DS: 75.7°F Outdoor design WB: 80.0'F Latent gain: 4729 Btuh Entering coil WB: 62.9'F Indoor design DB: 75.0'F Total gain: 30744 Btuh Indoor RH: 50% Estimated airflow: 1350 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B0+FB4CNP036L Actual airflow: 1350 cfm Sensible rapacity: 25918 Stub 100°/of load Latent capacity: 4909 Btuh 104%of load Total capacity: 30827 Btuh 100°/of load SHR: 84% i Heating Equipment Design Conditions Outdoor design DB: 33.5°F Heat loss: 29834 Btuh Entering coil DB: 69.6°F Indoor design DS: 70ffF Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B0+FB4CNP036L Actual airflow: 1050 cfm Output Capacity: 27248 Btuh 91%of load Capacity balance: 31 'F Supplemental heat required: 2586 Btuh Economic balance: -44 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1050 Cfm Output Capacity: 8.4 kW 96%of load Temp. rise: 44 °F Meets are all requirements of ACCA Manual S. 201-May-0218:38:43 L. +�- wrightSaft' C—"BWa.r er Nm901son 11,121 RSM1414 Pa,e1 ACC on\Toll BrolhenlCaPxa Bonus 3524 Le118Wmp Calc=MJB FmmiBoortaces.%W Manual S Compliance Report o;; � 2nd By: Saldie GUIntivano M"•' ..W....�-. McGowan's Heating &Air Conditioning, Inc. iB50 Ldrma RoaM,orange Pegg,F1 32073 P•ww:900.278.0339 Fax 904-roMS Email:komy®mcgowansw.oao Vht:xwa.m ywanaec.wm Project Information For: Toll Architecture Cooling Design Conditions Outdoor design DB: 99.3'F Sensible gain: 12556 Btuh Entering coil DB: 75.9'F Outdoor design WB: Bawl, Latent gain: 2991 Btuh Entering coil WB: 62.9'F Indoor design DB: 75.0°F Total gain: 15547 Btuh Indoor RH: 50% Estimated airflow: 525 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0180000A0.FB4CNP018L Actual airflow: 525 cfm Sensible capacity: 12761 Stub 102%of load Latent capacity: 2987 Btuh 100%of load Total capacity: 15748 Btuh 101%ofload SHR: 81% Heating Equipment Design Conditions Outdoor design DB: 33.5°F Heat loss: 10992 Btuh Entering coil DB: 69.6°F Indoor design DB: 70ffF Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model; CH14NB0180000A0+FB4CNP018L Actual airflow: 525 cfm Output capacity: 13927 Btuh 127%of load Capacity balance: 23 °F Supplemental heat required: 0 Btuh Economic balance: -75 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 525 cfm Output capacity: 3.1 kW 97%ofload Temp. rise: 60 °F Meets are all requirements of ACCA Manual S. z9n-ma-gz i8 2Aw11 htsoft' c« mBOW9maolRsuPage ..om7greromamtcang.as« sszarnSWmp ce¢=m3S Fmmoa«rsc sw Duct System Summary Date: owamd 1st By: SaI4ieGuintivano �� - McGowan's Heating & Air Conditioning, Inc. 4050 Collin Boas,Orange Gait,M 32b1x POane:e0L27a0330 Faz:80437&0388 Coal:kwey,moBmvedeeoamn Wab:-nivvounroo.cam For: Toll Architecture Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply t return available pressure 0.317 10.183 in H2O 0.317 f 0.183 in H2O Lowest friction rale 0.088 init00ft 0.088 intlooft Actual air flow 1050 cirri 1350 cm Total effective length(TEL) 567 it SupplyDetail Desi gn Htg Clg Design Diam H x W Ducl Actual Ftg.Egv Name (Btuh) in (cf.) FR (in) (in) Matl Ln on Ln(ft) Trunk balm h 877 31 22 0.091 4.0 0x0 VIFx 97.5 250.0 st8 beat c 1214 47 59 0.121'. 6.0 0x0 VIFx 66.5 195.0 st7 bed3 c 2881 139 141 0.096 8.0 0x0 VIFx 90.0 240.0 st8 dmme c 5878 165 288 0.125 8.0 0x0 VIFx 62.7 190.0 sty "or c 1395 58 68 0.088 6.0 0x0 VIFx 104.0 255.0 st8 Brest c 962 28 47 0.127 6.0 0x0 VIFx 60.0 190.0 st5 great-A c 962 28 47 0.126 6.0 0x0 VIFx 61.5 190.0 sly Brema c 962 28 47 0.124 6.0 0x0 VIFx 60.6 195.0 sib kncnen c 3287 107 161 0.123 8.0 0x0 VIFx 61.6 195.0 st4 sand, c 1603 48 78 0.125 5.0 Oxo VIFx 58.7 195.0 st4 m bath c 1337 60 65 0.099 5.0 0x0 VIFx 79.9 240.0 st6 m ants h 1060 37 22 0.100 4.0 0x0 VIFx 77.8 240.0 S16 maMar-A c 2003 96 98 0.099 7.0 0x0 VIFx 79.7 240.0 st6 .saw.. a 2003 96 98 0.099 7.0 0x0 VIFx 78.3 240.0 st6 pan"-A c 106 2 5 0.127 4.0 0x0 VIFx 53.6 195.0 st4 w r c 7 0 0 0.118 4.0 0x0 VIFx 68.2 200.0 st7 Mnk c 622 22 30 0.09$ 4.0 0x0 VIFx 89.0 250.0 st8 .1 k2 c 637 23 31 0.120 4.0 0x0 VIFx 68.5 195.0 st7 sandy c 773 33 38 0.127 6.0 0x0 VIFx 54.3 195.0 st4 C 51 1 3 0.100 4.0 0x0 VIFx 77.3 240.0 st6 Ao3 c 7 0 0 0.093 4.0 0x0 VIFx 92.0 250.0 sl8 2017 May0216:3BA3 + wrightsoft' Camran BWld"yliebwlt11o21asuo3444 ravel 14C A -oWall Brdbera\Captiva Bonus 3524 LM 5W my Case=W8 Front nwr rawa:SW Supply Detail Table Trunk Htg Clg Design Veloc Diann H x W Duct Name Type (dm) (dm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 218 329 0.123 419 12.0 0 x 0 VinlFlx sf2 sl5 Peak AVF 511 668 0.099 625 14.0 0 x 0 VInIFI% st2 st7 Peak AVF 321 353 0.088 449 12.0 0 x 0 VinlFlx st2 st6 Peak AVF 290 286 0.099 369 12.0 0 x 0 VinlFlx sf5 st8 Peak AVF 250 262 0.088 480 10.0 0 z 0 VnIFLx st7 st2 Peak AVF ---- Return Branch 1350 0.088 764 18.0 0 x 0 VinlFlx Detail Grille Ht9 CIg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (ctm) (dm) (ft) FR (fpm) (in) (in) Opening(in) Matt Trunk rsb2 0x0 250 262 199.5 0.092 750 8.0 Ox 0 VIFx rt3 rb2 0x0 132 176 204.2 0.090 503 8.0 Ox 0 VIFx rt3 rb4 Oxp 196 194 208.0 0.088 184 14.0 Ox 0 VIFx rt3 rb7 Oz0 471 719 157.4 0.117 673 14.0 0x 0 VIFx rt2 Return Trunk Detail Table Trunk HIg Cig Design Veloc lUam H x WjErut2 Name Type (cfm) (cfm) FR (fpm) (in)rt3 Peak AVF 579 631 0.088 5900 0 x 0 rt2 Peak AVF 1050 1350 0.088 7640 0 x 0 2017-Mq 0216:38/3 wrightsOft" cemrOd Budd.Wr IMseB 11.821 Rsu03444 Pafte 2 C —170 BMthers\csplNa Bmus 3524 Left 5Wrup C I,MJB Fmnl0cor es:sw Duct System Summary Job: 2nd By: SaldlaGulntivano McGowan's Heating &Air Conditioning, Inc. 4050 Calms Road,Orange Pak,R 32073 PMne:9047/69339 Fav:900.27. Final: Web:.,rro9owansacrom Project Information For: Toll Architecture Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.11 in H2O 0.11 in H2O Available static pressure 0.39 in H2O 0.39 in H2O Supply/return available pressure 0.240/0.150 in H2O 0.240/0.150 in H2O Lowest friction rate 0.103 in/100ft 0.103 in/100ft Actual air flow 525 cfm 525 cfm Total effective length(TEL) 379 it Supply Design Hlg CIg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (ctm) FR (in) (in) Matt Ln(ft) Ln(ft) Trunk bau3 In 1229 59 53 0.103 5.0 0x0 VIFx 43.2 190.0 st3 bed4 c 3305 164 164 0.103 8.0 Oxo VIFx 43.2 190.0 sl3 Ian c 2438 109 121 0.105 8.0 0.0 VIFx 38.2 190.0 st3 WtA c 2438 109 121 0.155 8.0 0x0 VIFx 20.0 135.0 sti mom roam h 1775 85 67 0.150 6.0 0x0 VIFx 20.6 140.0 st1 SupplyD-tail Table Trunk Htg Clg Design Veloc Diann H x W Duct E. - Return Type (dm) (cfm) FR (fpm) (i n) (in) Material Trunk Peak AVE 331 337 0.103 429 12.0 0 x 0 VinlFlxsli Peak AVE 525 525 0.103 491 14.0 0 x 0 VinlFlx Detail Grille IMMign Veloc jMn Duct Size(in) R (fpm) n) Mat[ Trunk 0x0 .103 408VIFx rl1 Oz0 .134 393VIFx rtl 2017-"e 0219:30:43 "TTwrightsoft` camfortftdd byvdighdson17o21RSWoW Pe9e3 /1+ _.on\Totl Ordnem\CeWnaBmus 3524 LeIl8W mp cal'=xus Fmnt Ooalaces:3W Return Trunk Detail Table Trunk Htg CIg Design Veloc Diem H x W Duct Name Type (dm) (cfm) FR (fpm) (in) (i n) Material Trunk rt1 Peak AVF 525 - 525 1 0.103 491 14.0 1 0 x 0 VInIFIx 2017Me0216:38.09 !� +wrightsoft' Camla•Build.,WM hl ft1T.0.21Rsue2444 PWe{ MAM ...omTolemhenmapar.B.ma M24Lmswmp cek=MJ6 FIWD—famsSW Job: Static Pressure and Friction Rate Data: 1st 6y: saldlecumtivano McGowan's Heating &Air Conditioning, Inc. 4850 Collins now,o,enge Pok.F132073 Paine:90i278M39 Fa:asl TV 9366 Email-.h,aeyo n,,go*a-acwm Mb:wxx.mcgowenaec.um Project Information For: Toll Architecture AvailaWe Static Pressure Heating Cooling (in H2O) (in H2O) External static pressure 050 0.50 Pressure losses 0 0 Coil 0 0 Heal exchanger 0 Supply diffusers 0 0 Return grilles 0 0 Filter 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 050 0.50 Total Effective Length Supply Return (N (ft) Measured length of run-out 18 19 Measured length of trunk 86 34 Equivalent length of fittings 255 155 Total length 358 208 Total effective length 567 Friction Rate Heating Cooling (in/100f) (in/100ft) Supply Ducts 0.088 OK 0.088 OK Return Ducts 0.088 OK 0.088 OK Fitting Equivalent LengthDetails Supply 4AD=60, 11C=40, iiG=S, 11G=5,11G=5, 11C=40, 11G=5, 11G=5, 11C=40, 11G=5, 11G=5, 1A=35,USR1=5: TotalEL=255 Return 6L=20, 1100, 11G=5, 11C=40, 11J=15, 5E2=35:TotalEL=155 M17-Mep02163843 .L +wrightSoft' Comron BuildialWyllaMaoa170.21e51103W Pagat _cn\idlBmlaers\Cepbre 9owa 3524 LeX 6W mp cal =MJ8 Fmnto.,am,..6W Static Pressure and Friction Rate Date:` (late: ryyj 2nd BY: Saltlie Gulntivano McGowan's Heating &Air Conditioning, Inc. 4850 Colons Road Onanga Nk F1.1173 Phone:8 0127 8-0 339 Fax 504-N.0368 Emelt:komy(n}.nc9owansac.wm We b'...mcOmvanao-`o For: Toll Architecture Available Static Pressure H - Heating Cooling (in H2O) (in H2O) External static pressure 050 0.50 Pressure losses 0.06 0.0E Coil 0 Heat exchanger 0 Supply diffusers 0.02 0.02 Return grilles 0.03 0.03 Filter 0 0 Humidifier C 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.39 0.39 Total Effective Length Supply Return (ft) (ft) Measured length of run-out 12 32 Measured length of trunk 31 9 Equivalent length of fillings 190 105 Total length 233 145 Total effective length 379 Friction Rate Heatin Cooling (in/100 ) QN100ft) Supply Ducts 0.103 OK 0.103 OK Return Ducts 0.103 OK 0.103 OK Fitting Equivalent Length Details Supply 4AD=60, 11C=40, 11G=5,11C=40, 11G=5,11G=5, 1A=35:TotalEL=190 Return 11C=40,6L=20,17G=5,5E2=35, 11G=5:TolalEL=105 2027-M%y0216.38.43 + wrightsoft` a m.9ulael by Msht on 11 a 21 Rsu0W4 Pape 3 /1("i ,_onnollarolhers\CaDllve Banua 35x4 Ln115Wrvp CeIc=MJ6 Fmm1noe1f.-:6W OFFICE COPY — } � 41 4—� . .. ya 1 . I 10�ELMG 4I - - - - - 4CEWNG qJ 9 Product PI ID Length P,.dW FB01 7-09-12 .,CENTER®LVL 2.0E 1 W Ur- FIRST C8' FIRST FLOOR LAYOUT SCALE: 1 /4" = 1 r 3 S � 1e S - SECOND FLOOR LAYOUT SCALE : 1 /4° = I ' BCSgos $ $ $ $ $ $ s $ asass a EL".GING COuPCNENT SUPPLY, INC. 4637 JP MALL BLVD. SUITE 208 ITN GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 F: 904.529. 1 406 OTI TWO STORY � � BEARING HEIGHTS FOYER OPEN ° O BELOW °,. $� v 1 ❑I-1 1 /8n "s a T N 12'-1 1 /Be a e a - 61 - - - °R THIS IS A TRUSS PLACEMENT yE DIAGRAM ONLY. These trusses are designed ss 6 individual building Components to be 3g 3 incorporated into the building design at the specification of the building designer.See individual design sheets c c c a a F F F y F F F Y F M1 M1 M1 for each truss design identified on the a placement drawing.The building designer is responsible for temporary T. and permanent bracing of the roof and nao floor system and for the overall structure.The design of the truss RaD(�nus Corvleotor List support structure Including headers, beams,walls,and columns is the Plies Net Ory Roof rose Conne�PuC Otyst USP JPreU3P/ try OFFICE COibility of the building designer. 2 ding 2 LISP TM02s a - UB 2 2 bracing Consneml ult Bracinuidance g ofWood Trusses"available from the Tmss Plate Institute,583 D'Ongno Drive;Madison, A,— WI 53179. ATTENTION. g F ig -s g _ Refer to truss layout and engineering r � documents that arrive with delivered field trusses. Unless noted otherwise, all beams are g by others. ° uuo p CLIENT TOLL BROTHERS 9YBOrV IB1ON ATLANTIC BEACH ...EL CAPTIVA ELEVATION CLASSIC LOT # DRAWN BY CJR DATE c slim _. vlaam 049 05/03/2017 REE A 12079TO •• i 1® Lumber design vale , are in accordance with A l 1 section 6.3 These truss designs rely on lumber values establishedlashed by others. W MiTek® OFFICE COPY RE: 12879TOA - MiTek USA, Inc. 6904 Parke East Blvd. Site Information: 7 m FL 33610-4115 Customer Info: Toll Brothers-Atlantic Beach Project Name: . Model: Captiva- t;�asPsalc Lot/Block: 049 Subdivision: Atlantic Beach Address: 1847 Atlantic Beach Dr., . City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Lou Pontigo License If: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014lTP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 pat Floor load: 55.0 psf This package includes 83 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 61 Of 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T11149a33 F01 5/17/17 18 771149850 4 itbUl 5/17/17 2 771149834 F02 5/17/17. 19 T11149851 EB02 _._ 5/17/17 3 711149835 F03 5/17/17 20 T71149852 801 5/17/17 4 711149836 F04 5/17/17 21 771149853 B02 5/17/17 5 T11149837 F05 5/17/17 22 T11149854 803 5/17/17 6 771/49838 F0 5/17/17 23 T11149855 I 604 5/17/17 7 771149839 F07 5/17/17 24 771149856 01 _ 5/17/17 8 T111 99840 F08 5/17/17 25 T11149857 02 _ 5/17117 9 T1114 8841 F09 5/17117 26 711149858 03 5/17/17 10 777149842 F10 5/17/17 27 T11149859 04 5/17/17 1 11 T11149843 F11 5/17/17 28 711149860 05 5/17/17 12 711149844 F12 6/17/17 29 T11149861 T06 1 U17/17 13771149845 F13 5/17/17 30 T11149862 r08 5/17/17 74 T71149846 FO01 5/17/17 31 T711498631T09 _. _ 5117/17 15 T11149847 FG02 5117/17 32 T71149864 T70 5/17/17 16 T11149848 FT01 5/17/17 33 T11149865 T11 5/17/17 1 17 T11149849 FT02 5/17117 34 7111498136 T12 5/17/17 IDSA,Inc under The truss mreferienced above have been prepared by MiTek y direct supervision based on the parameter ,,`s�P0�Ji-JUS NS.��,',, provided by Building Component Supply. 4 69 Truss Design Engineer's Name: Lee, Julius ? *;• ( ,- Llyi My license renewal date for the state of Florida is February 28,2019. = 0 ;¢- IMPORTANT NOTE- The seal on these Was component designs is a certification 'v:, ATE OF that the engineer named is licensed in the ludsdiction(s)identified and that the i0; designs comply with ANSI/TPI 1. These designs are based upon parameters ��` O R\�. hewn(e to MiTeok..AS Pprotect sspecificnformatonsand inludetls for MiTek's custmers ��Sis/••N At-�?�,, giv try ,rr4 rillnPTr file reference Mil only,and was not taken into account in the preparation of Mese designs.. Mil has no independently verified the foreapplicabilitye, h of Me design MF&Lm 1 Naa1ts t parmetersorthe designs for design Parameters building. Beforencorporate these designer anekuSAlsct&d.lea34 shouldthe verify 11Widigapplicability of gaster parameters and properly incorporate these designs 890.hra Faa ens.ianw rL axta into the overall Wilding design per ANSI/TPI 1,Chapter 2. Dew: May 17,2017 Lee,Julius 1 of 2 r OFFICE COPY RE: 12879TOA- Site Information: Customer Info: Toll Brothers-Atlantic Beach Project Name: . Model: Captiva- Classic Lot/Block: 049 - Subdivision: Atlantic Beach Address: 1847 Atlantic Beach Dr., . City: Atlantic Beach State: FL No. 1 Seal# Truss Name Date No. I Seal# Truss Name Date 35 1 711149867 I 713 5/17/17 78 T11149910 755 5/17/17 36 1 T11149868 1 T14 5/17/17 179 IT1114 11 T56 5/17/17 37 IT11149869IT15 5/17/17 180 1 T11149 12 1 T57 5/17/17 38 711149870 T16 5117/17 81 711149913 T5815/17/17 39 T11149871717 5/17/17 82 IT11149914.759 5/17/17 40 711148872 718 5/17/17 83 711149915 760 5/17/17 41 IT11149873IT19 5/17/17 142 I T11149874 T20 15/17/17 143 IT111498751121 5/17/17 44 771149876 T22 5/17/17 45 T11149877 123 5/17/17 146 1711149878 T23A 5/17/17 47 711149879 T24 5/17/17 48 IT11149880 T25 5/17/17 49 T11149881 T26 5/17117 50 711149882 T27 5/17/17 51 T11149883 128 5/17/17 152 1 T1 1149884 T29 15/17/17 153 IT11149885 T30 15/17/17 54 IT11149886 T31 5/17/17 55 T11149887 T32 5117/17 58 1 T11149888 T33 5/17/17 57 T11149889 T34 5/17/17 58 711149890 T35 _ 5117/17 59 711149891 T36 5117/17 60 711149892 T37 5/17117 61 1 T11149893 738 5/17/17 62 TI1149894 T39 5/17/17 63 T11149895 T40 5/17/17 64 1 T71149896 T41 5/17/17 65 T11149897 T42 5/17/17 66 T11149898 T43 5/17/17 67 T11149899 744 5/17/17 168 T11149900 T45 15/17/17 1 69 IT11149901 T4670 IT11149902 T47 6/17/17 1 15/17/17 71 711149903 748 5/17117 72 711149904 T49 5/17/17 73 711149905 750 5/17/17 74 717149906 T51 5/17/17 1711148907 752 5/17/17 76 IT1114990SIT53 5/17/17 77 IT11149909IT54 5/17/17 2of2 "ahrues roe . a nnwma I.TOA FOt M. 5 d.loRtninearsholarral WW ff &INYgcarywlullBRgY.4ulmmxe.Fl Y w 1lunatlPel O135tlFg5 XXMI1 K319%5rDU97VV`Vk=7STumeVN%LO11J KpY2&zeKhF9jm 09-0 2-0 0 8 H 170 1 Bcn1e=1:20.9 6= am= 1.&S 9A FP= iStl= jjjj 1 2 3 4 s 6 ] e e �z1 zx Jet F 1910 17 18 15 td 13 12 11 4g= 1S4 V 1.523 I MNICNAi0 FP= 41 _ 2-80 639 11-80 _ . I.. 10 . 1&1100 2-00 be-n 90 2-0-0 2P0 PIM shares,DCVI- H'Etl 618115'& -8 Etl LB:&1-BEtil,191O141Etl I LOMM(Pail SPAC Gl 2-I}0 C81. DEFL. In (loc) Vdefl Ib PLATES GRIP TGLL 40.0 Plate Gtlp DOL 1.00 TC 0.58 Ven(LL) -0.2015-18 >999 360 MT20 24M1B0 TGDL 10.0 Latimer DOL 100 BG 0.99 Um(TL) 4 115-16 >653 240 W20HS 187/143 BCLL 00 Rep Stress lnor YES WB 0.56 Horz(TL) 0.06 10 We Ne BCDL 5.0 Dorm FBC2014/TP120 7 MMr0b5 Wegra:89 lb FT 2016F.11%E LUMBER- BRACING TOPCHORD WSPNo.2(flet) TOPOHORD Sheathed or So 0 oc while. except and Yartma6. BOT CHORD 2x4 SP Nn2(fIm) BOTGHORD R,d cei0ng directly applmcI or 2-2-0 oc braong. WEBS 2x4 SP NoSia1) REACTIONS, (I nese) 20=91 W0-58 (min.0-18),1D=9101088 (min.0-1 8) FORCES. (Ib)-Mat Comp.Mlex.Tan.-Allomes2W(lb)mlessexceptwlrensleem. TOP CHORD 2 21=9050,121=-904.10,1022=-90510,9-22-904N,1-2=91 M.2-3=223710,3 a 223710,4-5=-2940110, &6=316110,67=-294&0,78 -22VM.8-9=-glM BOT CHORD 1899=0/1]23,1]-18=01924,1&17=W3161,15-16�161,14-1510/3181,1344=02]24,12-13-02]24,11-12=0'1M3 WEBS 911=011182,1-19N1182,&11=-1122/0,249=-11220,8-IM- 915,2 18--)915,7 12=-67WO,4-18=-MA), ]14_-01397,4-1]=Wf%],&14= 73/34,517=-073/34 NOTES 1)Unbalanced floor live loads have been wrislderetl mr this design. 2)All plates are MT20 Claims unless otherYAss nc lcatsc. 3)All plwas are 3x4 MT20 unless otherwise InEicate0. 4)Rhoommeal 2x6 shongbecks,on edge,spaced at 10-0-0 no and mstened to each trios with 3I(0.131'X 3')mans. Str mrfbecks to be ithm m l to walls at hear ower ends or restrained or other means. LOAD CASE(S) Standard 11-aesm NCL .MIEL'NLfd .PAOEYafte— meareeEW seas. Ce9{F,I.cl NfeeWY.111Nllr.b conriecbm.RAmmplklweOcmYVN" rMmrelmstlxwnla'Ak1wmMIWaMF131q cmlpwlent r'or a Mlem eea . fhenePalmo R .1 sing n M]—henMWaWcemwrsmhtrCY9 y kW.'BR regAetl ld LLlMnYmdlo Peven wtlnr>+aha�mrvP llil+Y atl PMerIYLL nWa. fut9�ad P.��x rdN�9Ma lMo2 Y.eracnml1pnnxmJ lrlmmlemn u+aWil/Ipn QMMN,bse-04a- M aC9l BYMIe�aNP>rwel ww Pure F. %eel,1boxiimRarethre.zle wvrr.4r.rFxI. I: 1®e We t e U11.I :hm. F flow 1IJob Reference rats BUHNq CevPmM asps/,JBEXprMY.Fl adder FIM:B I10 a as 31 W17 ate B 110aEY 8201]MTak lMuflnaz.lrt WWu�1]La:Y 18201]PeY1 ID:DfS Fgfl"0 qd1¢3188vv�nDU-0?VKTnko9sxm]STu0VN10Lgo1L KCMMeltl]r-dill 014 H 1" 11-12 1-01 1 II I -v3o.4 ISIS 11 LSIS II t 5d= 156= 4r5= 31R FP= 1W 11 15 3 11 ba 2e8= IN3= 1 2 3 4 5 8 7 8 e 10 11 12 33 25 24 2I 'dl 19 1 1746 15 13 ass l6= 316 FP= sirs M z-&0 5J-0 11]-12 __1 14192 to-lH t620 z-4o 2E0 8+12 zba z-]6 t+15 Pot OIIaeY IXVI- f 601-8 Ed PI.U9'0-1-e EdpsI LOADING(psi) SPACING 2-00 CSI. DEFL. In (loc) set UN ' PUTES DISP TCLL 40.0 Plate Chip DOL 1.00 TO 0.43 VeHILL) -0,191519 v999 360 M@O 244/190 TCDL 10.0 Limber DOL 1.00 BC 0.84 Ved(TL) -0.30 19 x663 240 BCLL OA Rep Stress lncr VES WE 0.45 HorzQL) OW 14 No We BCDL 5.0 Code FBM14RPI20O] Matdx-S WaighL 97 to FT=2O%F,11%E LUMBER- BRACING- TOPGHORD 20SPNo2gat) TOPOHORD Sheathed or e-0-0 do pulind, except and verllcals. BOTGHORD 20 SP No2dat) BOTOHORD Rigid ciilingaremnaphied or 1(M-0oc bracing, Except: WEBS 2x4 SP No.3dal) 6O0.0 cc bracing:1314. REACTIONS. (ID'slde) 22=904/080 (min.0.18),14=1053038 (min.O.1-8) Max Gray 22=908(LC 3),14=1 O53(LC 1) FORCE& (Ib)-Max.Comp,fifax Ten.-All ford 250(Ib)or less except Wren aMwn. TOPCHORD 23=-164)N,3-4=-2851Mq4-5=28IM.53=312M0,6-]=-3124N,]-B=3124/0,89=26430,9-1R 1632/0 BOT CHORD 21-22- N78.2021- 2267,19-20 /2990,1519-013124.17-18=02968,16 1]=022T2,1516-022]],14-15-0 " WEBS 2-22=-129M,1014=12891.2 21=0/930,10-15-01935,321=89010,9-15=90201,320=N5O7,9-1]=0151], 5-20-47110,517=4840,599=133/446,8-18=-120/459 NOTES 1)Unbalanced Iloor live loads have been considered for this design. 2)All plates area WW unless rareness Indicated, 3)Recommend 213 sborgbacks,on edge,spaced at 1000 cc and fastened t0 eau rates with 3190(0.131'X 3')nails. Strcngbacks to Da attached to walls at their Bmer ends or maddened by other means. 4)CAUTION,Do not erect Huss backwards. LOAD CASE(S) Standard Qse.-Verl(xWrkpryhessea,spe"no M0lE dah"5IN0WLsome.aEFfMNGEPAOErA]< —fa0Nlaa9dP . �1 Wp rerue c1YY1'41n LM1eA@can✓slm n8tleslp,k knietl oN4 u1m fxlmmxlnrs P,wm.aW kla m kWKkM GJtlMcanµunnL mi 111:swawa ealwa w.a.nwa4m9aa�prw1 m1a1.anry fro Mnw:uwllvol da:l9�Pe1a11a1w..e.lnM�anv nw,lM,lare eW aaa9rl knalrowwal WelgdgYyl. g¢Y1e Y6caledafopavenl rucklro onMUNld nlmwcD a'A/a cMre manl9rsaY-ocre n]W1nrx+lW mtl Rm,annlG¢Irg M k' BdxvWlegletlMxkh"s,and lopeeeMMlcecl.—vyvLJe mama Rery[e . Maessid, pe fw IXx,e,d Yleknceltp'xdy Ms ALtalkn Ya[ge.adNW.aecemad kwckpolMmsuM mrswsleme aaVlL/IPIIOWIM nIIeM1a.O9edi m4 aGX Ywxn0Compomnl T,R senak4. sees.rn'd2Jy rypn Inua pale YeBINe.21BN,tea SIreeI.SWe]IL Ple�al,rah VAY[314. ie,r�.FL 1AB10 runs rue" YN r itf t4M35 1zanTw Fa. FWw I Job Reference 0 boat &lpnpCM"NAM 51{py.JazbNrMk.FI"} 8 BYn:e Oe1lWl91 ad1]PoN-e ll0el1,mYYyB 'Issme MWM1®IR WtlwkYYyt)LB:5416201t Pape1 I15tlFg51X391gtln23198cxsnDU-UB3ibGWl, OOFII fler- uHGb031.'I]m5dRCWZF o-1-e H � 1'� 1 z� lie cze.s spead 1SK1 u use— 4ae= lads t w= 1.6as 11 AS FP= b0= t.bu'1= r 1 2 3 4 5 6 ] 0 9 10 � 24 pv 1811 4 23 f p 19 10 17 10 16 14 13 it 4ffi= 3•B FP= 4r.0= 4ae= 41= 1.601 II 280 5a9 0812 &ttd 1620 1228 1540 1IV go z39 124z z<1z 130 z00 z-]9 1-10 PIMe Ogsets(%.YI- I 'E1n 0-181 f3:0,1-B Etl 11 'Etl9a M12 HB0,ld Etlpl LOADING(psi) SPACING- 2-00 CSI. DEFLIn (lac) gtle8 W PIATES GiRM TOLL 40.0 Plate Grip DOL 1.00 TC 186 V.n(L,) -0.19 1516 s957 380 MT2D 244/190 TCDL 10Lumber ber DOL 1.00 BC O.BB Ven(TL) -0.2515-16 >724 240 BCLL 0.0 Rep Stress lncr NO WE 0.61 Hcrz(TL) 0.04 12 Na Na BCDL 5.0 Code FBC2014]TPlW0] MaftlA-S Weight:91 lb FT=20%F,11%E LUMBER- BRACING- TOPCHORD 2x4 SP No2(8at) TOPGHORD SleaMetl or60,0 oc pudlla, except WMverd.ls. BOTCHORD 2x4 SP No2daU'Except' BOTGHORD FVd calling dinedly aplNled oro-00 or,bracing. 11-18:2x4 SP No.1glat) WEBS 20 SP No.3(Ilat) REACTIONS. (INeim) 21=]51/0-5-8 (min.tr12j,1?185810-33 (m1n.0.1-e) M.G.21,800(LG3),12=1858(LC 1) FORCES. (Ib)-Max.Comp.nMax Ten.-All fwces 250 gb)or lea4 except when shown. TOP CHORD 2122=-09M,1-22=]9]A1,11-23-842/023-24=d42N,10-24=-842A1,b2=492/0, 23=-189310,3A---235010,4-5=2350N,58=2324/0,&]=-169Y19B,]-4-18951198, e-9—49316]3 BOT CHORD 18=0050, 350, 2143, 14-15-152133..1-20= 4=20,9-1 1,12-13=2-20=97000. 210. 9)1N WEBS 412=-1821/0,19=0 914,6-1 —68&05Q 2-20=252N,&12=67,9111 12565. &14=M20,3-19=292/4,B-14=686T,&15b/380,414-289/2fi],9-11=W12B4. s15=-38&0,516=4531424 NOTES- 1)Unbalanc9d floor live laws(leve been rxrc Idwas for the design, 2)All plates are 3x4 MTN unless otlle.ee molted. 3)Recommend 2x8 strongbaeks,on edge,spaced at 10,0,0 oe anc fastened W each toss wile 110E(0131"X 3')nails. Slrongbacks to W aUacbed to walls a1 their outer ends or restrained by other means. 4)CAUTION,Do nor enact tmae backwards. LOAD CASES) Standard t)Dead+Moor Live(balanced):Lumber Increase=1.00,Plate Inrmvw=1.00 Uniloml Loads(pit) Vert:1121=-10,1-10-100 Con.ohmted Low.(1b) Vet:10—]09 Q WIeNNfi-Yw'YyCNp,{wmxloAAl4 eGeMVIEe aN 110INO MCLUa®Y/EN n1F£FIYNLf P1OEM6]4Am.lOOY[OISeEWaEU9E flalrya vdkl lw u¢wYY^Jw INIe4®ewmeclwx IMOea'pn a�tl aYY upcnµanelan YOM eMalwm RANMnI[vAWy Comµ¢ni.rof Iva snlwn.6elwe v¢.me WMd�q dNnJNw mlel venh ftwgxxktlMM orde4Rl R"Amloiemaggopelry t,cwGwnle mkaeWJn Flo Me weN pWq de.0an.BxtplMkalwl a to povenl WegY41 o19MUMW M1u¢webeM/acMd mem[9rs eNY. al Nom"=1n115mR W mdmnlv¢ni Macllp hdwaysla#Yea kn tltl:YM1Ym1110 pevelecMlgm WM,PcslJenelvnvJ F4eYm1'Woµ1Y Wn4"wIw Wl,l,ldgXMlce 1a3a4pm9 Y1vk:aMt Ywme,�N wacMn,sxlMxllp olMmmad M1us Mlemi se1r69M14uly Claxhe9BdeW"C"I bYllpammpi�uel Tlmeehe.11. eyNylNpplatlal v o hm,Il�Mle trl.MMc.918 N.Lee Slleef.S1k312 Ne[avlla Vh2YJ14. rosebe t y T11R. 1'dniM Fa (RUBLE I Job Ralererce o flonel Bartle,6MpGiMY soot.J8[MMWM.D reals Run'.a110816si.1]FTIx'811081Ie1'6201]NTeF IMLLVIIn Ix Wx. 109. a201]P 1 ID:GISulFg61X381gddlld char rDU-UB3lhGWMZS_aOM11G10CNUu Qum31Pm50RCU,dig p��p 3e4= 1 3S-= 2 1.5v3 11 3 I.SL3 11 4 15x9 II `' SWe-18.3 12 UoO Ikus q Y It 10 0 0 ] 6 &4— 354= In. I tba 2N YB-12 01612 31-11 - 4-11-7 11-12 1<0 OF15 Y612 % t Of els(Y,Y)- IS'O18EO 1 ❑'01-BEd IIB IJ EdpI LOADING RF.D SPACING 2-0.0 C&. DEFL. In 0.) Vast! trd PLATES GRIP TCU 40.0 Plate Gulp DOL 1.OR TC 0.11 Veit LL) We - her 999 W20 2411190 TGDL 10.0 Lumber DOL 1.00 Be 0.01 VeN(TL) We R'S 999 WILL 0.0 Rep Stress lima YES WB 0.04 Horz(TL) 0.00 9 tat We BGOL 5.0 Code FBCW1,111 ] Wwx-P Weight:30 lb FT=20%F,11%E LUMBER- BRACING TOP CHORD 2x4 SP No.2(flat) TOPCHORD Sheered ar 4-11-7 Oc pudlne, alli except end vcals. BOT CHORD 2x4 SP No.2(flat) BOTOHORD Rigid ceiling Ciredly.,piled or 6-O-0.bracing. WEBS 2x4 SP N0.3(Ilua) OTHERS 2x4 SP No.3(Ilal) REACTIONS. All bearings 4-11 ]. (Ib)- Max Orav All reackons25011torlessatfoint(6)10,6,9,7,8 FORCES. Pb)-Max.Gom,M .Tan. All fomes 250(lb)or less except shed shown. NOTES- 1)Gable requires continuous bottom rthard bearing. 2)Tions to be fullystheagled from one race or securely braced against lateral movement h.diagonal web). 3)Gable studs spaced at 1-0-0w. 4)Recommend 2x6 strongbacks,on edge,spaced at 1000 oc entl fastened to earth tma.9IMM 3100(0.131.X T)nails. Stmngbacks to be Sheathed!to"IS at their outer ands or restrained by ot0er means. LOAD CASE(S) Standard WIPNM4-VwXy MY)n psYn4nsM Baso sanderPy)1XSIMO NCLYOEOY/fxaEFERINCEPIOENe)49 m.Ia�WI6 a9LIlE eY. NYSn wlN lorli¢aYYw�ln MlleA®cmrecWs.RS Ce3(lr6Lma]aYYMnn Manglers SM1iwn aMhlam MNtla Wn!.p nPu¢nL mi nwsm—aekVe�ve.B¢rung�xPnr mW eeON lr„�'ohn",.1�Ygr Plu—n—WJ Hn env hcapxale aW am,n molMovaal WmMl�rbl.aacFq MruletlGle erall Wcgrq rslYtluMtll�wMud/a cMn�l meTMrsaYY. ,.a lerrlWlW xceut mamnM¢ep Mft d dwalzeMetl lu skdllYaglo x ,I cdMI+'r Mln%eYAel dlMerudp(i IYdunree.lw IX+r,eM dlMu,cereWarelure nadk.alMn 4wrea.anx..Y.erecllmmtla«ennr AuwiuNlnmMrem m[MXSI/INn Gudh QllMa.pHd9 T4 aeN WEfgCmPomni eW4v.FL EW BNO S2tlFYEanmllM ovtlloYxehmm NU Nate YutlMe.2la N.lee Slreal.SJ ILOleiadM.VR2RJld. T.rgn FL 3361. rues mss � 4 ntP6u] 461BTW FOS FMm 1 d4b RBIBRYPP 0 tl0nel e0MaY meant,eM1ICMMI 5uFl Jp se4,F122Y58 PYn. Iver 31201]PYK-e110p FYy 6Pn1]MipF IMUNYm Irc W2%W4OBHg2.wssa do'IPl9epmFE B1 I¢GftlFg51X3819UnZ3168c]5nDU-yO05ucX-Km6liRbr02XMTG3 p (rf 8 H 113P) 1109 =1 F -� :166 1N3- "s3 I1 153= 1 2 3 6 JI` 15 qq �4 4 12 11 10 B B 1.53 2.&n 490 66-0 5851149 26-0 L30 1,46 313 2-11d 2-90 PI O9sM IXVI- 14'0.1-B Etl 1160-1E Ed0e1 tii'P -6Etlp I _ LOAgNG(psi) SPACINIi 2-40 CSI. OEFL. In (hoc) WKIt UO PLATES CHIP TCLL 40.0 Plate Gdp DOL 1.00 TL 0.55 VeH(LL) -0,M 9-10 >999 360 MT20 244190 TCDL 10.0 Lumber DOL 1.00 BG 0.]B Veh(IL) -0.13 910 >990 240 BOLL 0.0 Rep Showslna YES WB 0.35 Hari(IL) 0.02 7 Na We BCDL 5.0 Code FBC20141PIM' MeldxS 1 Weight:6011, FT=20%F,IME LUMBER- BRACING- TOPCHORD 2u4SPNo.201W) TOPCHORD Shealhedor80.0ocpudins, exc.,dCadverllMla. BOTCHORD 2x4SPNo.2(IIat) BOTCHORD Rigid cagingdaectlyaWlietl or IM-0ocldracing. WEBS 2x4 SP No.3(dat) REACTIONS. (IbIwore) 1M06145-8 (min.0.l b),T=601110-3-0 (min.0-11,) FORCES. (Ib) Meg.Comp]idax.Ten.-All fors 250(Ib)or less except when shown. TOP CHORD 1394=SM.1-14=-58Y0.7-15=59910,6-15=591,0,42=55Y0,23=1368/0,3-0=-1368/.45=12540, 56=-5)5/0 BOT CHORD 1192=(111062,10-11=011368,9-10=011366,8-9�1 0 ] WEBS 6 B=0039,1-12-0/113.SS=E99N,2-12=-Jo4N,5-9=0286,211=0/536,4-9—28410 NOTES- ))Unbalanced floor live loetls neve been considered for The design. 2)At plates are 30 MT20 unless deneness lndlcated. 3)Recommend 2x6 strongbacks,on edge,spaced at 140.0 oc and fastened to each Was arch 31 ad(0.131-X 3-)nails. Strongbecka to be agaChBd t0 walls at their outer ends,or RSVa ned by Other means. LOAD CASE(S) Standard Q wAPMIe- Ms a..N91Es out]a131Na ICLYMDYFER 6F£EA.a#va .,.—maddanSaeFO .. OpWn..Mne"'.Wlh MIeF3—l—MStleLgh kFuetl MYu1M lvmwwo.aldblp,m oT.Wlmvd. Awe,not Ini Nslpla.Patae us.ll¢dYUn6 daA3lwl mal valN Rip f[C4d1M IX tlp W paianpld9 atl pcFedY Ilw'apxOb Mb rle5ah 0/p tta ovpltll p4tlprdAl. aaclgh'KMetlbMPeven11vd1G plxvlMAtl llimwPbaWaclnNmpn9iasaey.MllbvJ ldnrMM'oW lamawnidaCYp ek• ktlwaM1lpWpO ax alutYYatlb Pel¢MceptCm v.MhpsLJp LurnMHYIY mIPeVpllY6 nWp, fp Qplatl6�XNacPlgPatlYNM k4l'ulbi.MaT.�NYery.prpClbnmilva:Fpot Rhma WJ fihsryGeirmwefiM6VMI MIY daIMb.bS6J9 uglCLYMgCplgnlot WW PaMpEM BM. ByMy IMamoem a✓.Ltle flan IIs IMp M6Jp.1160/.nee SPeet SIM312 Neraa'1ka VR2YJ1�. Tpnpa.FL]3910 JabIU56 n6H YPB 1 • y i1114BFJe l__ fce Rica(Umx I 1 Job Refs.. [,Morel Bid,Car0aM0 Siyply.JMmMO.FIOT255 1Mn:8.110H Ma 312011 FTM'.8.1108FIey 6YOti F9laF IMLLM69.He WtlFYy 1]WSa R0 R..6If; Dt ID:GI6tlFg51X3B19tlK319&i5n011-y0tl61cX_Km6NRMOZXmi09ryteoBIWJHBIPmzFQI 09-8 1a.o I4oa aI1 B H H -� 6u10'.1:18.8 1.w= 1 W3 11 sI 1.56= 2 3 4 16 5 8 4 16 y Y z +0 9 e IS. 11 zea Ooh s4e sea b]R 1116 ze0 10-0 11+a - R-015 zsa Pieta OlhMl f4,0-l-SEdgI Ede 8:61- E Ill:bt-8 Etl e LOAOINO(pst) SPApNO- 240 CSI. DEFL. In Ox) Well L/C PLATES GRIP MILL 60.0 Place Gdp DOL 1.00 TC 0.84 Vert(LL) -0.11 9.10 >90 380 M 0 244110 TCDL 10.0 Lumber DOL 1.0 BC 0,87 Ven(1L) -0.17 9-10 >M 240 BCLL 0.0 Rep Stress,Ina NO WB 0.42 HotzHQ 0.02 7 We we BCDL 5.0 Code FSC0144-P1207 Malsh,S Weight:601b FT 20%F.it%E LUMBER- BRACING TOP CHORD 2"SP No.2(OaU TOPCHORD Street or 500 or,weighs. stage and radicals. BOTCHORD 2d4SPNo.lg%g BOTCHORD Rigid ailing dimdly applied or 10-0-0 cc funding. WEBS 2X4 SP No.3glat) REACTIONS. (ItAfai) 1316910-58 (min.04-8),]=69403-0 (min.0.1-8) FORCES. OD)-Msx.Camp.IMsx.Ten. All forces 250(Ib)or leas excepl when imo.. TOP CHORD 13-14-6281,1-14=-627/0,7-15=-68510,6-15=88410,1-2=-594 ,23=4549/0,3-4=-15491,4-16=-1474/0, 5-16=44]4/0,56=61SW BOTCHORD 11-1241110,1011=0/1649, 8 9/012M WEBS 58-01883,142=1]11885-8-847/,2-12-787M,5-9-01288.241=0667.341=35910 NOTES- 1)Unbalamms floor live loads Dave been vuraidersd for 8118 design. 2)All places are 3X4 MT0 unless ahem se irlmcaled. 3)Recommend M slrongbecks,on edge,specatl at 10.00 oc and fastened to each buss mm 34 ad(0.131'X 3')malls. SBongbacks, to lie attached to sale at their outer ends or restrained by Miler means. 4)Hangsr(s)or other coafecllon deace(s)shell Im promded suffideM to support concenhsten loan)210 Ib down at ]-]-3 W IW chord. The deslgniselec8an of such connection dedicate)Is the responsibility of others. 5)In the LOAD CASE(S)me on,load.applied to the face of me truss are noted as Iron)(F)a back(B). LOAD CASE(S) Standard 1)Dead♦Floor Live(Delencetl):Wader Increase=1.0,Plele Incraese=1.0 Uniform Loads grf) Vert:]-13=-10.13=-100 Concentrated!Lards Ob) Vert:16=130(8) PnN syC .aaudoaOFESammss MONCLYO[OYI)ENBBfFNANCEedeEBi -Ia6VAI6BFfOMYBE - tA 1111 W Iw Rh MBP1hb[eStlaYY1Nlp�anelers Yiwrn aMhlam K4vldM Wltllgcwcpp'art nor IYr .ime FVlldry tlrsk 1e11N n¢«d4:d11y oltle4P1 wldnelersaM weRnvl«aµralB n8Oo9en Noine oveldl '�"b n r :4g o110d4da nasswBomal«n1atl 100awBrsauY. adrnlom lBalmaw as mina�enla«FW MITek' 11 ;Ik .I s-.wlmwmenal�Balld�va�wnPalvamlam.rm eB+++d W1w,�.B re9adro rH, -0-0µg-tlellven.a"-Iw�xl beaayMlnv�atl B�srypertlu rOaLXWMI Gud1y CBWN.OL�N wM ICL AiiIBCwgwWY TOPoMEtl Wutl. �, SaNylMdmopon wd'dle Bmn hu.¢Ilale nsX44e.RIe Kree61reeL 5d1e 912 NBxatlM VPY1311. Te,FL 3]610 0wass e 1 ' T11146Bse 128]pTM F0]6 fkCr YPNote 1 1 JOb R0ference(optional) &lpkp Cplpvark SUWM,4aCbOrMk.FI3RR58 fl4n:e ItOe IM 31201] 91109 M9Y 6101]WTBk IMu9nm Inc. W W kMy t]L No'01]Vept ID:OISaIFp51%3BIgtlK319&sSnDU-yOd5mX-Km tnAbrOZX,.QIbgEoo 80 JHNZPFdjl 31113 1 130 3x6 1 3es= 9 bass 19.4 Special 4 F �K7 I L A 3M= 3 TL II 3x4 II 030 8-13 ' 630 ~ 25-13 Plate 011e ( YI- I3£dge 0.1-eI ISEd 1-el LOADING(pal) SPACING 2-" CSL DER. In (loo) IMell Ud PLATES DRIP TC 40.0 Plate Odp DOL 1.00 TC 0.]9 Ven(LL) -0.00 4 >999 380 Mi20 2M/190 TOOL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) -0.03 4 >999 240 BGLL 0.0 Rep Stress Incr NO WB 001 HorzQL) -0.00 3 We We BCDL 5.0 Crile FBC2010TP1200T Madix-P Weight 19 to FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4SPSS(flat) TOPCHORD SheaMedor2-&l3ocpudfln, exceplendvedloals. BOTCHORD 2x4SPNd2(IIah BOTCHORD 919ldceilingdimdyaWlledwl&O-0ocbradng. WEBS 20 SP No.3(tlfrn REACTIONS. gbrew) 5=35V0-3-8 (min.0-18),3=230oMeclrenical FORCES. (Ib)-Max.CompNes,Ten.-All lcroa5250(Ib)or lase exceptwhenshown. TOP CHORD 1 5=34710 NOTES 1)Refer to gimI for truss to mess conneebons. 2)Recommend 2118 fitrongbacks,on edge,spaced at 10-0.0 oc and fastened to each mass Win 3-10d(0.131 X 3")malls. Strongbacks to be adeched to walls at their outer ends or restraBled by other means. 3)Harger(s)or other connection device(s)shell be prodded sufficient to support concentrated load(s)S09 In down at 010 9 on top chola. The dee"electlon 01 such connection devices)Is the responsibility of comae. 4)In the LOAD CASE(S) ansion.loads applied to the face of the Imss are noted as Irons(F)or back(B), LOAD CASE(S) Standard 1)Dead s Floor Live(balanced):Lumber Incmase=l.OD,Plate Increase=l DO Uniform Loads(pip) Ven:3i10,1-2=-100 Colwenhated Loads go) Vert:6=-309(F) tl WLnNM6-Vwl/]GYprpemnm=ntlaFIDN01ES qI 11YLXU NCLYOfDM/Es REIaa4NCE PltleN "M, IpWAISaFIOIIfU PBIfDI Wakf lou us mN'Mn MIeA®cmnaddi.RE tlx1Dr6L]wiYnWnlw'anelenflwwn a✓]ald on dMrgcdnM%nl.ml oum M1em.Belae ue.I1q huYgrxl ce9q¢I mlwlvalllfIMq(ikdYN o1 Wtl(n luemefersar�dgc�rlY kwWlr.4oIontf r.clue averdl sw,�ar9go. aacM[{MtdeW xmgeYemh�alrxlwlrmdaxi m�webamlw enwtl membea eHr.re�mml��w�r>arm dl.aclre IMS �Awcm mywm id mulyurcJm geveniwlyxt wmmgvde dk0.rwagcc mwom%ru'a aptlmmeaW aw. saw vmCod. Er baa. Iaxvk:aMilwa3[r.MMery dd:M1m aM MaTp nrMmnx�//IIamMlemv xMNWIB1 Dually clXMW.DSB-09aM CN WgnpCamporlxll Sass,InrumoXm 1-a......Rotol-em..118 N.lee Slreel.SLla 311.NeamlMt VAYLIIL Tngee. 0 o roan mss Da ]I,I.pB10 ,ze'vetw Fos Flom 1 tJob Rekreree tiOnM Ifeedsq E.dNmM away,ee,borAW.FI L3Y Nun:0.Il0e kY18,P1]PM'0110B WY 201]MTek IMWMe.Ye WW1.Y1'l]W:%Rf P1]PapBt ID:GiSxIFg51%301M^23190¢SooUAeBTSy%c54F1ytlUA2ZG24TT3KyEUBXCM3YxwIxQFtl(e o-t-a H 130 L&]_ Sone.1:13.7 A = aefi_ 1 ae4= 2 3 — 4 11 13 — q z— W= T p e ] 8 5 1. a Leel II ares= acs, If Y57— PleteOAsets(XYF R'G Etl if 0.1-&Etl I LOADING(psi) SPACIN[i- 2-0-0 CSI. DER. In (I.) Vtlefl Und PLATES GRIP TCLL 40.0 PIeM GEp DOL 1.00 TC 0.50 Vwg L) -0.03 Z >9B9 360 MT20 24M19D TCDL 10.0 Wmber DOL 1.00 BC 0.38 Vett(TL) -0.04 T >999 24D BCLL 0.0 Rep Stress lnq YES WB 0.20 Hici 0.00 5 Ne Na BCDL 5.0 Code FBC2014ZTPI200] Feel Weigh:411E F7=2111%E LUMBER- BRACING TOP CHORD 2x4 SP No.2(Bag TOP CHORD Sheeted,or 6-0-0 oc purllrls, wept end ve111cals. BOT CHORD 2xFSPNo.2(flafl BOTCHORD Rigid ceiling tllrectly applied or 10-0-0 oc creating.W EBS 2x4 SP No.3(fNQ REACTIONS. (IWsire) 10=390.q-SA (min.0-1 E),5=39&Mechenicel FORCES. (Ib)-Mar.Comp./Max.Ten.-All forces 250(Ib)or less except When ehloym. TOP CHORD 10-11=384/0,141�384N,45=-390N,b2=31]N,23=-599N,3>.3190 BOT CHORD a-9=01599,]-8=0/599,6-]=0/599 WEBS 4-6-N420,1-9=0/403,3L=3890,2-9—383/0 NOTES- 1)Unbalanced floor live loads have been consltlerOtl for MI.design. 2)Refer to glydergo for truss to truss connections. 3)Re MOM 2k6 stmngbacks,on etlge,spacetl et 10-00 oc and fastened to each truss win S101(0.131-%3')nails. Sirongbacks to be attached to tests at their outer ends or restrained by other means. 4)CAUTION,Do not ereM truss backwards. LOAD CASE(S) Standard Q WIpNNO-Y�tlYlepinpww,wrx6aMPFA0 NTE9IXI]r®YIO NCLULFO MIEN e..NOessewem. SbdIAwTaWWrnetlRsMlAg BauzOkskaxewduYWYisM.XPvMaerlMleucklmlopPcnmgevpreanlc,MicWamdfl¢gTto tlHMeNmN}1Mrb¢aNqdr[ePiwtlCceaWaYaVrllldeopmIXkeBenceWYw'aAmMMW,eIP/l1eIXersPonsnlraWIYwdirt�anOhMPRxh.blwfw.fmWwfMrdduralY1rNpOdaY0le 0[hA5A1-bWW9tlYE'.2PoncpnpEClaaVo-rBrEph m' GIdwoosor.aaAIwfir.ner lbuohapWdtlmyw .IaCMtlmencou.,AddesoaJNW9Oa emrortl-lul b¢kq Me. EeN BNtl iseah, m—chne.io � 21.4. ece1,aWkNmrr..I4. T. p11 . ]E,0 I'°9 �Te � nllape4l Immw' Fw F1pp1 s 1 Jabuied ----I o lional papa BNNxNCmgneNsulWH.JexmonrlN,Fl3x236 Run:a 11 IDGtSxIFg51X381gdnZ31918cdSb ULeBTSy%c54FWdbA2ZG24Ta As NETq)(:C3VawIaS,YFfile o-1 e 30 2615 Sole1:142 yN= 3H 1 31 2 3 y:4— 4 11 SI — 4 h are dei� R 6 Lead II I.w II 3i4_ Isar, II 338 3S] 5615 )A) 336 030 1i0 2-)-0 Plate OBsels V .0.1EE a 9.0.1E 401- EO LOADING (psq SPACING 24p CSI. DEFL. In (lac) Vtlell Nd PLATES MIP TOLL 40.0 Plate Grip DOL 1.00 TO C47 Ven(LL) 4).04 8 >BSS 360 NR20 24M190 TOOL 10.0 Limber DOL 1.00 BG 0.92 Ved(TL) -0.05 B >999 240 SCDL &a Code BC2014rTP1200BOLL 0.0 Ran Slaves Incr ] Natfix-0521 HorxQL) 0.01 5 Na Na Welghb401b Fr=20%F,11%E LUMBER- BRACING TOP CHORD 2x4 SP No.2blab TOP CHORD Sheared or 660 as padire, except and verticals. BOT CHORD 2x4 SP No.2glat) BOTCHORD Rlpld selling direcfly applied or 10P0 cc bracing. WEBS 2x4 SP No.3(flan REACTIONS. (INsua) 10AD7O5-8 (min.61-8),6- 1l 4 3E (min.0-1E) FORCES. (Ib)-War.Comp.R4az Ten.-All forces 2500b)orless exceptwllensbown. TOPOHORD 1041=402N,1-11-401x0,4-5-407N,1-2=338@,23=637g3.4=-324/0 BOT CHORD 8-9=(V63),7-8�37,64b/63) WEBS 43b1440,1-9 /431,35=42610,2-9=-407/0 NOTES- 1)Unbalanced floor live loads have been considered for his resign. 2)Recommend 2x6 slrmgbacks,on ad,.,spaced at 100.0 .and believed to each mass Ar b 3-1 MI(0.131 X 3")nails. Stiongbacks to be attached to walls at heir other ends or restrained by other means. 3)CAUTION,Do not erect Inas backwards. LOAD CASES) Standard WI. Yx%GYpn�.REIONOT TMAWN WEDMrtExaERRINLEVAOEWMMme.lae .EMxE E. [KYpiWMla v¢o�v4h MlokW cwaeciai.Rh0eY�6MmtluNYW IWNmelen.Nwn.mOklamxlAVMIrd WMYp cwnpomnl rv�l rcus ryslem Balw .IM MYaLp�LJmi muSNealyIM CHAkedlry title](p pulanalamm]gq,0'IY hccp Iola attle9dnlnlo tte ovadl WrINrM$n.amFpltNbaletlalorymmltuct4polxcAMCl4wweO mtlla dna memMrsdY0. �lem1*xW�Wmwn�l Mashy MITek tdwaYxrewed lM NdMlrywtllaµevent cvxian9 wllhgrr¢le renmlxVw)'wOgW+eMWn<VB.WIMna eukkrc l^4MWrcre Ta,PL osenir . AMkalbn nwege,. Nen.eleclxncrcl uminAe,218i i Meetsdems seNAx iII GIdIIY IMMa.pbad9aM 6C516uMxroconpwlenl .a aElo 3yelY xymmypgl avyMe fum inm PNe IrctlMa.RIP N.lee SOeeL.W ie 312.Neautlna.VP Y3JI4. Tempe n ea ype r y Tlll.iy 1doll F10 GABLE 1 1 JOE Refereme o 6orel Butl4®¢c,meor 6gyYy,JenXnn.JltlR2Y :a.1108 EY�31 ]Po�8'a110.Y.y 6R01]M]Bk MUYiw IR WeE Wy 1]N-•AR2R01]PEpa 10:GMHFgNX30jOEIS3195c rDIbOmIrJIYESNNNRIC7X?GM oserit BDnbg6TazFtl)tl ' $pb=1:145 2M_ 1 � 2 3 4 B ] m In Y 14 13 12 11 10 B 9 384 ".'. 3XC- 3,4= 3W= P12 24U12 4212 5612 815 ]-01-1 36612 tib ti0 44-0 649 ib12 Plate OlNeN Y .01E Etl a 9:O1EE a 13:01 E e 14:Etl 661 LOADING(psU SPACING 2A0 CSI. DEFL. In goo) ~II Ud PLATES 41110PTCLL 40.D Plate Grip DOL 1.00 TC 0.11 Van(LL) Na - We 999 MT20 24M190 TCDT 110 Luantu L 1.00 BC 0.01 VedQL) we We 999 BCLL 0.0 Rep Sliess Incr YES WE 0.04 Hou(TL) -0.00 9 We We BCDL 5.0 Case FB0201 O1P@OD] Matrix-P Weight:43IE FT=x0%511%E LUMBER- BRACING TOP CHORD 2x4 SP N0.2(flat) TOPCHORD Brash00 or]-11-t ocpurllns, except Grahmi cals. BOT CHORD 2x4 SP We 2d 1) BOTCHORD Rigid celflng 0lrectlyanntral or&OOoc bracing. WEBS 2,41 SP N0.3(fiat) OTHERS 2x4 Ste No.3(ilat) REACTIONS. All bearings 7-141. (Ib) W.Gr. All rumtmr s 2501b or less at)olntm)14,3,13,9,12.11,10 FORCES. (ID)-Mex.Comp.IMax.Ten. All forces 250(Ib)or less except shmn shown. NOTES- 1)All plates are 1.Su3 MT20 unless otherwise Indicate 1. 2)Game re0ulres continuous boVom OhoN bearing. 3)Truss W be fully sheathed from one fats or securely Immoral against lateral movement(I.e.diagonal web). 4)Gable studs spaoed at 1-TO no. 5)Recommend 2x5 simngbacks,on edge.spaced at 1060 oc and fastened W eaon Voss Mtb 3-10e(0.131"X 3)nails. StmWbecks to be attached to walls at Meir outer ands or restminetl by other means. B)CAUTION,Do not erect truss backwards. LOAD CASES) Stalmem Q WINNNa-Y�IIx NXpn pvxnalBreW DEAD NOES g1)Mi ANe WCLYOEOYTExeEFLPANLEYADEBF]RJ n.Ip6Y...N 0eEYY. yst— arver'uIm MIIerson ranecl«:.118 rl., hl AMvuFw(mann xlrcs.,— .uNl:Illon,y IMINQ... cmW.."e I�iYsi«n Be1weya.0.va WuanP.M➢vn mustor.II'eo[dkWl .. yy.m_n ,yTy lYNcuW✓oor MB roynnmif¢ove�tll WtlN' WeBb tl�tkAll�IlYktMlo rve«vem�di Min11> 3B(� LiiYevdiaapMv nmeMiw urenanty�re�w�It�d4Cf° Mok' ladkvlkrt d«�.OMF/mr..1o:"nn 1.4go1lna<esadlmaIvy.—waANllmh easily D8ea8 vgECV sued mpotiN eew PUFe EM BML smlywamall wlme9om G�Hola mm�na.zml+leu sncetsme9lzuerrnaia vazzdu TMp.FL 33610 Job11m see r Y ]IttIW19 maoff(A EH Flow 1 Job Relererca o 4orol 91111N9Cgll[Mlw 9pW,J9o9mMIe,F13RRX6 PII9'.011091w�m Al]PtlN:'a= 6801]'"YpWnw,kC WN S432R01]Pe991 ID:IIIFg51X39fgtlK18Fc2rA1DU-uMrJIYEaNNNFIIE]otM%=GYroro96Te[Fdld 016 Hi 1d6 2-0.0 aia=1:25.] 1.5X1= I Sw'f= rr 1 2 3 43"6 6 8 7 17 1a p Y 1s 14 13 12 11 10 9 41 1.1as If sst�_ 651 ]-00 1548 6-54 1812 ----- - 7-108 PI OBse (XY) 11'Ed 0-1-8113' -B.Etl I17'O1-6Edge1 LOADING(psi) SPACING 2-0-0 C&. DIn (fact goal Ud PLATES GRIP TC40.0 Plate Odp DOL 1.00 TO G)4 Ved(EFL LL) -0.2111-12 > 380 MT20 244/180 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Ven(TL) -0.3211-12 >574 240 BCLL 0.0 Rep Stress Ina VES WB O.N HorzQL) 0.04 8 Na We RCDL 50 Code FBC2014RPI2907 Want Weight:81 lb FT-20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(8atj TOPOHORD Sheeted a HM to .Mna, except fact YeNcels. BOTCHORD 2x4 SP SS(flat) BOTCHORD Rigfd catling dreMty applied or l04)0 ebracing. WEBS 2x4 SP No.3(tlat) REACTIONS. deal e) 16=826AH5-8 (min.Ol Bj,6-826A)3-0 Into.0-18j FORCES. (Ib)-Max.Comp.rMex Ten.-AII tortes 250 gb)W. tshen shown. TOPOHORD 1619=8M,1-1]=-82410,8-18=-82210,]-18-82500,1-2=B2M,28=1959/,34=250510,4-5=-2504/0, 58=-19136/0,6-7=-82500 BOT CHORD 14958/1528.13-14=02505,12-13=102505,11-12-0Y2505,10.11-0 383,910=011535 WEBS 1-15=011059,2-15=98010,2-14 02,3.14-SIM,3-13=-219111,7-9=0/105].8.9=-995,,640=01599, 5-10=-57910.5-11=0888,4-11=302/208,412=269/53 NOTES 1)UMalanced flow INe loads have been oonaitlered for this design. 2)All plates are 3x4 MT20 unless othemase Indicated. 3)Recommend 2x8 strongbacks,on edge,spaced at 10-40 no aM fastened to each hIsss M913-1 Ord(0.131'%3')nails. SVongbacks to be attechetl to walls at lhelr outer ends or restrained by other means. LOAD CASE(S) Standard! AWAaN rrXf lag puenlxewl4PGaNa]EB aX Th84XexICLVOLeMIIExaEfEMNCE/AOEL6]IPm Ie0.N0161VOMV5E W9gl vNltll leM9 R¢.Rh�bJ�6 N9tlwYY V!x�Wm�terspwvn.aMblwmY]MQwIbMx,p con pw�eni mi Oa9pwlmW valla s onA(Aka ums,eb aLLyf,chn'o elsuttll ony oson 0bo,-FaY3nlninlM erw e9l al �w�aawa dm 9m.- m �� .m 1.� M1 ek a WlaM N U V Icdlgne xllhPw6{a dl4xYwtl gon�V6an�. fw(WIW PRIo¢f.rc4a'dN Ma 9B"' Pehs—lml 9wMyIsag,,Ik f ay 1Nl .Yea-M 3polMmeiaW 9Wlemn naVl91/RII QwYIy CMxb aXeRmY 9e5 WNEInp Com�nenl Talrye fL 2610 ln+anlwbn mn 1 PalelrcXMe.R16N LaeS 3IIe a1R PleraKxki VAIId11. job ws To. r nu4MeM ind.10A 112 FIWr 1 I _ Job Reference,(optional) &ilhq cen—re Bohn JA'Mep,abe 11 ages hen:0.110e Mr21201]MIB'011na MaY 62f11]MEMIMuffiIn.be WMIYy I]W5033201]PepB ID:GI6xIFg51%38jptlI1Z3198cx5n0U-MZIDW.ZiEM1VEauk6W M=B89WVMOFPPOSStljc r 130 r btld 3aN=1:10.8 II 96= 2 3 4 5 12 p Na q 10 8 B ] 1$C1 II 9.11.8 ]118 PI to Onsa OCYI— 12'0- -8 Etl I I -B Etl 1 180-1-8 Ed0 f 'Er -0-81 _ www(psd) SPACING- 200 CSI. OEFL. In (10c) Ann UC PLATES GINP TCU 40.0 Plate Grip DOL 1.00 TC 0.47 Van(LL) -00.3 78 >999 380 VTw 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.30 VerHTL) -0.04 78 >999 240 BCLL 0.0 Rep Stress loer YES WB 0.22 H.rd TL) 0.01 6 We We BCDL So Code FBC2014TP12007 Maltlx-S Weight:45 Ib FT ME.11%E LUMBER- BRACING TOP CHORD 2x4SPNo.2(gal) TOPCHORD Sheeted or 60-0 do writs, except end veNcals. BOT CHORD 2x4 SP No.P(ilet) BOTOHORD Rigid ceiling directly applletl or 100-0x bracing. WEBS 2x4 SP No.3(ilat) REACTIONS. (Hearm) 112410-30. Iran.0-18),6=4189-38 (hln.0-18) FORCES pb)-and,Comp.]Max.Ten.-At tortes 250(Ib)or leas yms t when shrvm. TOPCHORD 1-11=4169,512=-41=.5-12=-0139,1-2=3529,2-3=86]9,34=66]9,45=35]9 BOTCHORD 9-10=0166],69=488),7-84A554 WEBS 1-10=4468,290=J2d0,5-0=4458,4]=-0149 NOTES- 1)UN3alanced floor live loads have been weemetetl torthis amsign. 2)All plates are 3x4 MT20 unless of einvise indicatAl. 3)Re MOM 2x6 stmngWas,on edge,specetl a1108O oc and lasmorm t0 each truss wkh 3-10d(0.131'%3')rails. Slrongbacks to ba attached to WNIs W their Outer ends or mattered by other hears. 4)CAUTION,Do not..It Was backwards. LOAD CASES) Standard AWARNNa-M'a sAro aFIa N01NCW]fA'N1191aNCE PA01m.rWYN159EPo,4EV0E vatltl la ce.1ves,va. wlai Rd.dri. wM, aoersa, M k.Po MAUM.M hArAy c,1reo. rot ldrsmid m aetwe�,IM1xIMtg4sAJr�at rural wnh npzw:rnlmotdesPrwra,»I�.aM woPanrxkrmrtrn, deAenlmonAeYer a re6�Aen. ®eaW neorneeato weY.rnl arewre olMM.kad maweoaMlotenoremwr�wNexv. 'PtsrlemwtwaMrando mre Mrek' saroW ta..]rea n�.laalvr.AlwweYenl eal�aommnoA4ABreAerralMMav mnw�venvmnwe.weat�d aaaa�ce te9aaglM IdMcaMl GwgTa IX+Nxrveta[:Mmatlba:MqutivtesaW hwrMerm rnalMsl/IPII Guth a111wb.W0-02mr4 aC81WWnp Carrpatxnr sPon.IT FM BMa. Bi<•aly Lxmnmm rnvldMe Imn Ina FMe MSYINe.21a N.Lee Shrel,Sidle 312 NeradM VA22311. Terrys FL 38610 va yPa IF nn4ea I2B]BTOA F13 R. 6 1 Job Reference 017 Ioraft I9a &tipNp ClTgcMrV$sxTry,JecMmmiW.F132RY :e 1109YYgfflX3 PM'B110s1.in 8201 MTYMUNnmlrm 5 2 NMOF11 POYY IO:GPvMFg61X30Igdr12319&z5n UMz10WaZitlhVEsuKOhR5Ytt2 R30iPNMOFPPo52FOjc 018 H.i 1"0 30.4 1114 21 SBI.=1:30.8 am- 1.w %= am FP 6,8= 35= = 1.553= 1 2 3 4 5 6 ] 8 0 10 11 r �V as l� 26 25 24 23 22 21 20 to 10 17 16 15 14 13 12 41- 1.Sd II 3F6 FP= 456= &SA 7t! 153A 10-04 1186101 211-0 &SE 1-044 ]&0 2A0 066 608 Plata O6sels IXYF- IYEdae0.1-8118:O1E Edael fll'41-B Edael LOADING dw) SPACING 200 CSI. DEFL. In (Ix) Ytlall w PLATES MP TCLL 60.0 Plate Grip DOL 1.00 TG 0.68 VlimL ) 41721-M >999M W20 240/190 TCDL 111.0 Lumber DOL 1.00 BG 0.82 Ver(TL) -0.25 21-22 >732 240 BGLL 0.0 Rep Stress lncr YES WB 0.% Horz(TL) 0.03 12 We We BCDL SO Code FBC201A1PI21X)] Mertens WelgM:1231E FT=20%F,11%E LUMSEW BRACING TOPGHORD 2x4 SP No 2(eal) TOPCHORO Sheatltetl or 60-0 oc Wtlire, toceptendveNcals. BOT CHORD 2x4 SP No.iplaid'Except' BOTCHORD Rigid calling directly appllecl or 600 on braclrq. 12-19:2x4 SP Nn2glaf) WEBS 2x4 SP 140.3(flaf) REACTIONS. (IWsisid 26=759/0.50 (min.0.68),12=283103-8 (min.0.1-8),17=1 SS1038 (min.0-1-8) Max Uplift 12-13(LC 3) Max G.26=775(LC 10),12=3M(LC 4),17=1463(LO 9) FORCES db)-Max.Comp RWes Ten. Altforces250(Ib)or lessexcepterhansMWn. TOP CHORD 26-27=-7 M.127=4 ,1228=3M/3,1128=-3M/3,1-2=-765N,23=980N0, 3-0-2244N,4-5=-21360,58=44925,6-7-149=,8-9=-124/553,9-10=526223, 10-11-294/43 BOT CHORD 24254/1423 23-24=0`2244,22-23=0/2244,2122_-W22A4,20-214/1957,19-20=0/1005, t&184/IDD5,ti-18=-9TiPo,16-17-9A/1),15-16-223/526,1415—to!WS 6, 1344=223326 WEBS &17=-140&0,6254885,2-25-9180,2-24=0'524,324-829/0,6-18=01 156, 7-18=-101180.7-20=M28,5-20-694/0,&21=4332,4-21-3795,1113=-65/374, 10.1 3-3 08832.&16=0/812,9-16-7828 NOTES 1)UMelencatl floor Iles loads have been correctional for this design. 2)All plates are 3x4 MT20 anises asherMse Indicated. 3)Pmgids maoh9nical cornecbon(by others)M flues to heading(Nate capable of Wghstanding 1310 uplift at joint 12. 4)Recommend M stiongbacks,on sage,spaced!at 10.0.0 oc and fastened to each truss&m 3-1Od(0.131"X 3')nalls. SlroMbacks to be attached to Walls at In.,outer ands Or rastr'Wned by other means. 5)CAUTION,Do not erect Iruss ba kaards. LOAD CASE(S) Standard QWdnX ryNagnprmwr sMNGON0TE5 CN 151A41MO MtYBEa P]6ESF1Wnr I4a51016BEFOPEVBE [M5{nm - , 1a.R6tlapynk0mcioHVvf�nM i Nnw.eM kra,mlM NiAfA WOJqunµw�nl.m1 a1ru5 M1 Cr .IML IIIX Nr ry ep - IYIry fda9p,l I rnwll baa l ,xrxxaloatd�9�nlo ae oWlM LxYgq "in Wy{ ii In - .1 rdl 1 tl Iv I NOIIMrnl la-mrnaVmtl�Wnl rltiJrV aaFaap p1 f dlltl4 tlt r 1 JI - wXl - f .. f. Ve x0mca re(1a�gM AYngalMp eryte nn,ie sW--AX5/W IGm Iy OMwb clear oral Ca WIIMgConparxnt eMr"ese6n1 BXL SdMy aemnWn avrlMM hom r-Rate Ireatu e.41P lA."In-I 9ab311.Nuundil.a VP'1'1913. Lnp,FL SYIO ruseGy}w Y 4T leTW FG01 f1AT IROEP 2 Jeb Reference 0 [101191 fill..fp Banks CgmMX asom,,JaFewrvlw Fl 31256 a"..1Mv H."'.-.1 ' 1.F lue .1. ID:G0IFgNMBjgda3lWTUg09bk VOld5UMFO=. RiWC38P1V4GWYjlb yell 611-0 1 13J-00 _ _ ty11-0 y63 3410 11 3b10 388 Sou. 1:201 is,wee speller spacer Spicer $ ial ad 1 are II ads= eis= 4x10= 410= + is z +s speer 3 spxlm 4 sl1a:.1 s n s is spaces, ] 13 12 ++ 10 94AO- 16e Sea II W- 312 M+esHs= 0x5= °fi= ab 11 360 6114 1000 13b10 16.1td 366 3410 3.1.0 3610 388 Rate Maw(LY}- 1262J0-2-0118'02-402-OL I9'O380-2-01110'02-602-01111'0-240-2-01 H3'0-340-2-61 LOADING(psp SPACING 240 CSI. DEFL. In p«) VMI Up PLATES GRIP TCL_ 20.0 Plate GOP DOL 1.25 TO 0.67 Ve111LL) ON 1011 >999 260 MT20 240190 TCOL 10.0 Lumber DOL 1.25 BC 0.83 VeMTL) -0.70 1011 >285 180 MINNS 244/190 BCLL 0.0 ' Rep Suess IN, NO W B 0.80 Horz(TL) 0.07 8 Ne we BCDL 10.0 Code FBG201471fPI2007 MCNx-MS Weight:152 lb FT 2M LOMBER- BRACING- MP CHORD 20 SP NO.1 TOPCHORD Sheaihador3813ocpurfns, excoptendveticals. BOT CHORD 20 SP No.1'Except' BOT CHORD Rigid Ceiling dlrNflyapplled Or 10-0-0 oc b2cing. 8-12:20 SP SS WEBS 2x4 SP NO.3'Enuffor 1-13,2-11.8-10.7-9:2x4 SP No,1 REACTIONS. (Ib'd2e) 14=2527/0-5-8 (min.0-141),8=252]/05-8 (min.O1-8) FORCES (b)-Max.Comp.Rvtax.Iran.-All sense 25D(0).,I..except when SM1owa. TOP CHORD 1-14=-2420'0,1-1.$5]410,2-15-657410,2-16=-96fi0/Q 316=-9660/0,33=-966010, 45=968010,547=-9680/0,6-17=-MBWO,,e-18=8586.,7-1817 6_241310 BOTCHORD 1314=0,306,12-13 16574.11-12=0/8574,10-1l-=0qs,910=(A6564,39=01314 WEBS i-13=106558,2-13=1928/0,2-11=0,3229,3-1 I=-89i 4-13=691b,6 10=0/3239, 6A=493210,7-9=016539 NOTES 1)2-ply truss to be connected together Win fall(0.131'x3')rolls As fellows: Tap choice connected as follows 2x4-1 mw at O-0-0.C. Bottom chortle connected as follows:20-f row at 09-0.c. Webs connected es ff lows:2xd-1 mw at 0.9-0 m. 2)All loads are coreiderel equally applied to 911 plies,except If noted as from(F)or back(B)face in the LOAD CASE(S)section.Ply b ply connections have been provided to distribute Only bads noted as(F)or(B),unless offal Indicated. 3)Wind:ASCE 7-10;VIAL=139mph(3-eacond gush Vasil=101 mph;TCDbS.Op h BCDL5gpsf;h=2511;B-45ft;L=24X;eevesX;Cat. II;Exp C;End.,GCp=G.18;MINERS(directional)am CC Efdeaor(2i 01-12 b 31-12,mterCR 13-1 12 to 16-9 4 z 8:C-C for members and fomes 8 MFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 4)Ph alas adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless oNelwise indicated. 6)This trues Few been designed for a 100 pef bottom Chord live load nonconcunem with any other we loads. 7)'This Vass hes been designed far a sive load of 20.Opsf on the bottom Chord In all areas where a rectangle 340 fail by 2.0.0 wide will fit between the bottom Chord and any other marmots. 8)Loa0 c6ae(s)1.2,3,d,5,6,],e,9,10,11,12,13,14,15,1Q 17,18,19,20 ha361ave Eeen modified.Budding designer must review loads to verify that they are coarct for the intended use of this tinual 9)Spedal hallger(s)or other connection demce(s)shall W PMWded Starting N 61-12 from the left end to 1693 smisaam to correct tmss(es) R ply 2x4 SP)to front face at lap Chord The desigrll5elm0m of such attempt!connection deece(s)is Ne msporelbilm,of Crisis. LOAD CASE(S) Standard 1)Dead a Real live(baencedf: Lumber Increese=l 25,Plate Im aase=1.25 Uniform Leads(pit) van:1-7=284,614::-20 Q wlwlwa-vMy feese'^+e,weend. war .wellw ,I.Harare aeFEa .'Arts... laaVID ls6ff011E. poegn fermeonwwm.r.cmwclwi.RL tlmq�abxa WvaryOL�'unefers Winn.u�ls Intim In11NdmIhMlre mrywxnl,ro+ I•Iwnt 4n�9aclq.lx howl"u1He4koq�even�mdl�cifine.Y��V�Mxl II�U6wv'MNnr.'i1'n,,Jc,"neu�S�Nvnv vJ�+m1M1 rpt adlm�lmOlen�+lnol' V 6Wu/rre[M.WpYiYYOPtl ledW!e wXhW�ePertwvJ M'YoxI PDI-x�ly an nlo,yereU yJt.wa lePat�9Xu kdkaMLilua3e.dMmlw arsson.a.dai1p O11nmgaug9en t151enw ssMH31/1R1 Plgrry Nwq,059d9m]aCA 6uYSIpCanpalwlt 0 . BPoxR. MMy YYgnldon wtlkde hen In6Nale MIM•Ie.RI8 N.lee Street SJla.l12 NxRaWM.Vl•J'Yil Tnry9.FL]Y10 oldrasa yye y in14B9a6 t'd]B]W Fppt MtGIflDEP 2Job Fit horde bona) BJtlYq Caidai assay,,JNFWIVYk,FI ffiZ50 0.,el a s1Ma131 Rel]PnN-e 110a1M ]Miaklrchn-1rc WKI' N3EM2a1]PepcR ID-.G15xl Fg51X3819dnZ319fict5n lU19af eV0?d5U2vdF0eu4m oTRPC1EpVEV4YXZFd16 LOAD GI (S) Standard 2)Dead+0.75 Root Live(Delanded):Lumber Ildinsua l25,Plate Incresse=1.25 Uniform Loads gof) Vert:1-]=-2]4,8-14=-20 3)Dead+Uninhabitable Age Without Storage:Lumber Mcrease=1.25,Plate Increase=125 Uniform Loads(pit) Van:1-7=-244,8-14-40 4)Dead+08 C C Wird(Poo.Internal)Case 1:Lumber berease=l.eq Plate Increeee=1.60 Unit..Load.Olt) Ven:1-15-180,7-16-189,a-14=10 5)Dead+o 6 0 C Wird(Pos.Interval)Case 2:Lumber Increase=l 60,Plate Increase=l.8o Unit..Loads(pit) Ven I-113-1811.7-18-180.8-14=10 6)Dead+0.6 0 Wind(Nag.Internal)Case 1:Lumber Increase--1.60,Plate Increase=1.80 Uniform Loads(pit) Van:1-7=-260,8-14-20 7)Dead+0.6"Wind Net.Memel Uses 2 Lumber liam se=t6D,Plate Increase=l 60 Untlonn Loads(pit) Ven:1-7=-260,8 14-20 8)Dead+06 MFRS Wind(Pas.Internal)Left:Lumber Increase=1 60,Plate Inerease=1 60 Uniform Losses Off) Van:1-17-180,7-17=-202,&14=-10 9)Dead+GS MFRS Wind(Pao.Internal)Right Lumber Increase=l.BU,Plate Increase=1.60 Uniform Loads(pit) Ven:1-16-202,7-16-180.8-14=-10 10)Dow+06 MFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=l BO Uniform Losses(pi) Verb 1-7=-245,8-14=-20 11)Dead!+0.6 MFRS Wind(Neg.Internet)Right:Lumber Increase=l.6Q Plate Increase=l 60 Uniform Loads 011) Ven:1 7-245,11-14-20 12)Dead+0.6 MW Ffl5 Wind(Poo.mai 1M Parallel:Lumber Increaoe=l.6Q Plate Increase=l.60 Uniform Loads(p8) Vert 1-7,193.8 14-10 13)pass!+06 MFRS Wind(Pos.Internal)2nd Parallel:Lumber Incresse=l.W,Plate Iincense-1.60 Uniform Wase,(pit) Via:1-7-208.8-14-10 14)DOW+0.8 MFRS Wind(Neg.Internal)it Parallel:Lumber Increase=180.Plata Increase=l 80 Uniform Leads(pp Ved:1-7=-245.8-14=-20 15)Dead!+0 6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increa.e=1.6Q Mate Increase-1.60 Uniform Load,(pit) Vent 1-]-245.8 14=-20 16)Dead:Lumber In rsaa".90,Plate Increase-0.90 Pit.metal=090 Uniform Wad,(pit) Vent 1a-244,8-14-20 17)Dead+0 75 Hoof Live(bel.)+0.]5(0.8 MFRS Wind(Neg.Int)Len):Lumber Increase=1.bQ Plate Increasei Unno0n Loads(p8) Vert 1 7-275,8 1 4=-20 18)Dead+0.75 Root Live(Dal.)+0.75(06 MFRS Wind(Neg.Int)Rgnt):Lumber Increase=t.6Q Plate Increase=160 Uniform Loads Off) Verb 1-7-275,8-14=-20 19)Dead+0.75 pool Use(Dal.)+0.75(0.6 MFRS Wind(Neg.Int)tet Parallel):Lumber Increase=1.60,Plate Increaos1.60 Uniform Loads(pp Ven:1-0-275,8-14=-20 20)Dead+0.75 Roof Live(bel.)+0.75(0.6 MFRS Wind(Neg.Int)2nd Pandia0:Lumbar Increase=1.80,Plate Incrose e=1.80 ❑mmml Loads(of) Ven:1-7-275.8-14-20 Q WI6N'Wa-YxIry 4Wpn pmenMaeWl4 eFIa HOES CN]NIa IMe WCLYO.e tlib(PEFFNINLE P4aE M4]In m'.Ia.VMIa aF£(IKYeE @yen Wltl Iw,r¢wJy vAT MIHePewrecka.Rktletlpn kDavJrnJY ulw'n Mwxeters]awn.mtlklwem Y]uMM daQrgcomWrenl.rot on vet �twe�ce.IM blMlxl tlulWmin,bl vMly Te ketlllly of tletlW paamalemaM u{n VFcugv<11e TkUovoitoosronvut Wv1p.s-,s' B¢Yg 11-.1.lx gxwnt11 olhvMFJW Inmwnow. moss, mMnwY ddim'Il svi-oo,o wnl la¢Yp btlw .sled I, .11-.Ir-.. -w.. Wv1Mx nwr�rdYpryWWWenten, i4-pnreltl 51W�cx m{p,iy Xie AY�kaikrt[Imp+.IX4NmY.wm:Yw,aq MacY4s,,is smtlM1usold,ise/.XWMIOudIN QIM1M.p96-a9aM BC91WYIFpfanpawnl I. FIL EMB.'4. ,Wa1Y ktlamnlgn aAlrlMe M1mm L�Ra.i YnM4x.910 N ree51rce1.0Jle 31 R.NeiadlW Vh Y[JII. ienp,FL'Aate mss roe y nueN] 1Sb]eT1. M FC@ FLATCIHpEn 1 �. Job Re1a161rW o tlorel &iWry carp r.l loops,JM ..'FI WZSa Rn:a.tl .1 at so, Prw.e110s w,a 2m]MT-mussai eC WMMBY I]W3635S01]Pyr f0:GISxIFg51X301gtlrZ3196o5i ILO_xKe]9II IOUpoWOeuTJUZTJORZUW4IIFtlle 289 2-1 s 460 51-11 5&] 280 0.1-2 1-0-11 t-1-Il 0612 2&B 6p1e=1:1i] 3w= ass= 2sA II '2A II 1 2 3 3 4 ] $pedal 12 6 13 m- arm= fipedal space a3.4 11 to n Sal i spsl.l imaims 2&0 210.5 4 0 5-1-11 58] e50 2l -- OL12 11-141 11-11 0812 2A8 Plate Onsga(X.V)- 11'0.300-16114'0300-1-e1 16'0-2-462-OL179-2-00-2-01 LOADING(peed) SPACING- 2-60 CSL DEFL. In (op) Vde6 Ud PLATES GINP TCLL 20.0 Prete Grip DOL 125 TO 0.28 Ved(LL) 0.03 BJ 0999 240 MT20 244/190 TCDL 10.0 Wmtler DOL 125 SC 0.49 Va l 4.09 6-7 r,999 180 BOLL 0.0 ' Rap SVess Inv NO WB O.SB HOrz(1L) 0.01 5 1 Ne BCDL 10.0 C. FBC2011?PI2oW Metrix-MS Weight:M It, FT=2096 LUMBER- BRACING TOPCHORD 2x4 SP Not TOPCHORD ShaathworS 0ocpmRrA, except.Mvemcals, BOT CHORD 20 BE N0.2 BOT CHORD Rigid calling directly applied or 10-0-0Oc boosting. WEBS 21 SP No.3 REACTIONS gLVsi2a) 8=199310.11-0 (m1n.o 11,),5=154310.5-8 (min.0.1-8) Max Upiilt 8=-27(LC 4) FORCES. (Ib)-Max.Comp.rtdex.Tan.-All amo 280(Io)or leas accept when shown. TOPCHORD 1-8=1481/0,1-2=-2960N.2 -288010.3-9=28840.4-9=29840.45=-13998 BOTCHORO 7-12=d296O,6-12-0Y2960 WEBS 46-013035.1-7-02958,3-6=81 W.2 7=-777M NOTES, 1)2yly Chas to be connected together with 101(0.13l'x3')nails as follows: Top chords connected a5 follows 2x4-1 mW at 0-F6 oe. Sotrom chords oonnected as follows:2x4-1 Ww at 0-70oc. Webs connected as follows:2x4-1 mw N 0-9-0 oc. 2)All loads are cereidered equally applied to all plies,except If noted as VOM(FJ or back(B)face In the LOAD CASE(S)Match.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind ASCE 7-10;Vult=136npb(3-second gust)Vastl=101 mph;TCDLd.Opd;BODL=50psf;h=25X;B,tSn;Ii eeveylV;Cat. II;Exp C;End.,GCO:ai 8;MINERS(direct onal);Lumbar DOL=1.6)plate grip DOL-1.60 4)Puri adequate drainage to prevent anter ponding 5)This truss has been designee for a 10.0 procrcom chow 1roe mad nonconcurWm with any other Iron wads. 6)-This tour has been designed for a live mad of 20.0psf on the borrow chord in all areas where a rectangle 66-0 tell by 2-0-0 wide will fit between the bottom chord and any Ether members. 7)Proloid m rchamcal connection(by athero)of toss to bearing plata capable of withstanding 27 to uplift at joint 8. 6)Load consist 1.2,3,4,5,6,],6,9,10,11,12,13,14,15,16 hasOave been unruffled,Building desigrWr most review loads to verify Mat they are correct for the intended use of this truss. 9)Hanger(s)or other confirmation devices)Mall be preload sugident to suppoh concehtrated loads)327 lb down and 12316 up at 6512,21016 doom end 6016 up at 0.114,207Ib doom and 63Ill 2-11-4,and 20711,doom and(allowed 411-4,and 20711, own and 6316 up at 6-11-4 on bottom chord The design aeledlon M such connection arsenicals)Is the respon5ldlity of others- LOADCASE(S) Standard 1)Dead+Roof Live @alanced):Lumber increase=-1.25,Plate Incessa .25 Unlmrm Loads(pen) Ved:1-o--zea,4-9=-60,51 Concentrated Loads Ob) Ved:7=2W(B)10=-327(B)11=-210(8)12=20](8)13=-20](0) 2)Dead+0.75 Roof Lire MarearKed):Lumber Increasa=L25,Plata Incressai Q wIFNMa-wrae, pnpmMmupaFAa NOIR MTeSAW Acwhise MIER RER'RNCE PAaEM]xA m.faWlpla6EFOXE ore Ceapn-orasse.l."MI."soxaYwi.IKtltNylklwsstlONYW 1W�w1e¢YrnntaM xlam MTtlx}dAOYp mnMnml.ml krmsWkln.Wlmar-ftw bJltlMp tlm47wr mml vam lin Ao rrinol die lramnlmmi omormyncapelaR n6 daM thio filo ovelal Is bAdh9wd®lW1 amnpxru�rnaexlo pe.eal l..cNlapaalu.lraa m,vwanaldlol orwdmamm loth.a aamwlmlr..-ronml-wisalro MOW ktlwSrE lenwee fol lRuxyawmwaN:Nedlmrewm PowuellwPolb kw.vmd wmwrvdamape ra,peneaewxNnolarw lin mr l or,oans,carery rmeis,rarro haaemiewer tworo renis w�axmnm aaN on.na.o"i Leawllerp"osonenr w. .lx.cw as a. ase,Inlwmom 5 -n..s-11rm I...416 N.lee skeet.J11,..VP 22314, Topa,FL .1. Z" H� iI,I.WOJ 1R0]BTOA FGOR FIAT GIPLEP � LlJpb flBhrBlCe O 11gIBl denteemP-en BIpIY,'eiii ,F1. Pun:0I ¢Iaral Rpt]Vtlri:B110HWy 6R01]MiHk MWYrlx lrc WB]IYYY ]W36352JI]PKHR D:G%d Fg51%3BjgtlnZ3198cGnDU ILl1�IKeJ911r6CUpoe70tlu]3UgmTJOfRUW tlje LOAD CA plg Stimulant Uniform Loads(plf) Ven:1-2-261,4-2-50,5-a-20 C noantmtetl Loads gb) Vert 7=-IW(B)10=270(B)11=-182(B)12-160(B)13=180(B) 3)Dead+Uninhabitable AMC Without Storage:Livelier Incrassa=1.25,Plate Increase-1.25 Uniform Loads(pip Ven:1-9=-219,4-a=-20,5-6=aD Cmcelmated Loads(Ib) Vert:7=140(8)10-142(B)11-144(0)12=140(8113=-140(6) 4)Dead.OA MFRS Wind(Poe.manned)Left:Llveber elCmasa=1.60,Plate Increase=1.60 UMlorm Loatls(Pit) Vat 1-9=-38,0-94,5.8=-10 Concentrated Loads gig Vert 733(0)12116(0)11=52(B)12ti3(S)1Y-53(0) 5)Dead+0.6 MFRS Wind(Pos.hNemel)Right:Lumber Imreass=1.60.Plate Increase=1.60 Uniform Loads(pit) Vet.1-9-38,4-9y14,58--10 Conoemmo d Loads(Ib) Varb J=53(B)12116(0)f 1=52(13)12=53(6)13=M(B) 6)Dead+0.6 MFRS Wintl(Nag Intimed)Left:Lumber Increase=1.60,Plate Increasa=1.60 Uniform Loads(p9) Vert:1-2-205,4-9=-21,5-8-20 Goncemmtatl Loads(lo) Van:] 3(8)10=123(0)110(0)12:e.Id(B)13fi3(8) 7)Dead+O B MFRS Wind(Neg.Intemag Right.Lumber Increasa=1.60,Plate Incmase=1.60 Uniform Loads(pd, Ven:1-2-205,4,9=-21,58=-20 Concentrated Loads Qb) Ven:7,63(8)10=123(8)11=80(6)12 3(8)13=63(B) B)Dead+0.6 MFRS Wind(Poe.Internet 19 Parallel:Lumber Increase=1.60.Plate Increase=160 Uniform Loads(pit) Var,1-9-67,a9=31,"=-10 Gomentretetl Loads gb) Van:7=53(B)121 16(B)11=52(B)12=53(8)13=Eolgg 9)Dead+D.6 MFRS Wind(P..Inleme)2nd Pam9el:Lumber Increeae=1.60,Plate Increase-1.60 Uniform Loads(pll) Vert:1-9-100,4-216,i2-10 Goncanbafetl Loads gq Ver,7=53(B)12116(6)11=02(B)12=53(B)13=53gg 10)Des!+0.8 MFRS Wind(Neo.IMemag Ist Parallel:Lumber Increase=-160,Plata Increase-1.60 Uniform Loads(pit) Vert:1-2-205,4A=-21,5-8=-20 Concentrated loads(ID) Vert:]33(B)10=123(8)11=80(B)12=WiB)13=63gg 11)Dead+D.6 MW FPS Wind(Neg.Intemag 2nd Parallel:Lumbar Increase=l 60,Plate Increase=1.60 Uniform Loads(pit) Ven:1-9_205,4-9=21,5.8=20 Concentrated Loads(ID) Van:7�3(1)10=123(8)11�O(B)12--63(B)13�3(B) 12)Dead:Lumber Increase-0.90.Plate Increase=0.90 Rt.metal=0.90 Un8ourn Loeds(pit) Van:1-9-194,4-9=20.5-6-20 C ncwtmted Loads(Ib) Van:7-99(8)10=1110(6)11=-101(B)12=-98(9)13-99(B) 13)Dead+0.75 Roof Live(bal.)+0.]5(0.6 MFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase-160 Uniform Loads(pit) Ven:i-9=269,4-9=-51,58--20 Gomanirated Loads(lb) Van:J=3](0)19=81(B)11=35(B)12NJ(B)13=37(13) 14)Dead+O]5 Roof Lee(bal.)+O.J5(06 MFRS Wind(Neg Int)Right):Wmbor Increase=1.60,Plate Increase=1.60 Unleard Loads(pit) Van:1-9=269,4-2-SL 52-20 Concentrated Loads(Ib) Van:7=37(B)10- lg)11=35(8)1237(8)13=37(B) 15)Dead+0.75 Roof Lite pool.)+0.75(0.8 MFRS Wind(Neg.Int)f at Parallel):Lumber Inoraase=1.60,mate Ircrease=l.6D Uniform Loads(pip Van:1-9=260.4-2-51,i8—20 G noemtmt d Loads(Ib) Van:7=37(6)1281(B)I"5(8)12=37(8)13](6) 16)Dead+o 75 Roof uve(bel.)+0.75(0.6 MFRS Wind(Neg.Ing 2nd Pmallel):Lumber thol.ose=160,Plate Incre ee:t!W Uniform Loads(put) Ven:1-9-269,4-�S,SB—20 Conperlireretl Loads(Io) Van:7=37(8)10--81(6)11=35(B)12=37(8)1337(8) QWessal VwayYt'gnWpxrw'+�,4afAa NOTESCN]I®INO NCLYad Y'IER PEPEMNCE PMLELF10J m.Ia6YIDI1GFfOIIEYBE Ce'bn 1plplmorYY'Mm MlekP ccneclai lMdetlpl6prcedcNY Ulm�mnlmiwwtarq klwmeNMSxI WkYq cwrpnv.+ll.m, IIm WSerm.&ream.X¢Melgtle4T vMn X¢gilctlAMol(Iot{apamnelerswJgc(ralYkcaNrale Ri OOYdr,Mo tt¢overtll e , W®90HV ®a . cfq Mvholetlhro parentlhhu,`rc F9dYM.kMN Plmvn[OaWacntttlmcManaYy. PhllbdlemlmW ads nennarmllfQeg 6tlwgsrepled MHIQJIXyaMlo PouenlcWlgm Mlmp�Ae WmrM HVHY aJ Wt{emy6anq{e.Fa pawrtlgWlrcmrhvaVll,o BpplPob Etl BM AXHtalbrt rlIX 2e,delNay.erMhnmlMxlrg nllnsetaMiwaWemi. AN u,Lv,i a/,,1WM,eLG9mq aC&MrMBCorlgprHnl Tans,FL slate 9yellllgnylm aYW]e M1cm Ina RpR htXMe.R19 n Ice Slrce,,aJle 31 R.Nevm]M VRRR311. joins ype 11, n4eue 12WeTM of xnNOPITte 6 I Job Reference(optional) auYWq CgrpMgR ey{Yy.JeabvMIX.F13YY5a nln:e 1106 Wr31m1]F]X1:811oa WY 6201]" INWSN.he.WMMaY ]N'R'RSYm]PeW IO:GSxIFg51x30j1 1123I95c 1`DVl LO xKa] ibiUpc6]Odui3X Rl]fTZUW4 dfir 2-52 610 8 7J8 z s2 2 s4 zss Seal f31 0.25 12 um— n 23@ II 3 12 13 1� 6 1 �. 10 aYe 11 ]M II s1s II B saw- 51 84= 6160 262 4106 iS8 6100 1-i-2 264 2S2 PI to Ogfwa(Y,Y) 159"-1 Etl I LO (pall SPACING 200 CM. :""DEFL. In Qocl Utlefl Utl PLATES GRIP TGLL Z0.0 Pata Odp OOL t25 TC 0.32 Ved(LL) 0.08 ]-B >915 2b -TES 24M190 TCOL 10.0 Lumbar OOL 1.25 BC 0.28 Ven(TL) -0.O9 7-e >846 180 BCLL 0.0 ' Rep Steres her YES WB 0.07 Hxr Crl- 0.00 8 We We BCDL 10.0 Coon FBC2010.?P120D] Meblx-MR Weight:25th FT=2(y6 LUMBER, BRACING TOPCHORD 20 SP Nat TOPCHORD Sheathed m 66O oc yu0ira, except and wiicala. BOTCHORD 2x4 SP Nat BOTCHORD RI9ld telling dlrsaH,.,lledor 868 oc bracing. WEBS 2w!SP all'ExceprMlTaxrecommentls Mel Stabill2em andrrquiticrossbredng re 6-11;2x8 SP No.2 1w installed du m'truss ral lloq In accordence with Stabilizer par ation aide. REACTIONS. QLlsim) 6=24610-58 (min.0-1-8),9=3W/0-3-8 (min.21 8) Mar Hoa 9=8(LG 9) M.Uplift fi=493(LC 9),9=-23](LC 8) FORCES (Ib)-Mex.Cont,Nex.Ten. All forces 250(Ib)or ew except when shown. TOPCHORD 1-2=289/39,2-3=2Md ,392=-2881399,1213=-28)/400,4-13=28]/400, 45=28]/400 BOT CHORD 9-10=-39526],8-9=-40428],7-8=-4M67.6 7=-104287 NOTE& 1)UMalarced roof Ill loads have Been considered forthls design. 2)Wind ASCE 7-10;Vult=130mph(3-second gust)Vwd=101mph;TCDL=5.0ps1;BCDL=SOpsp h=251t;3=458;L=24iq art Gat. II;Elm G;Encl.,GCpa C).18;MFRS(tllrectiwlal)and G-C Extedor(2)0-1-12 to 3-1-12,Intermit)3-1-12 to 7012 mns;complever left exposed;WrRl lett and right expese ll for members and forces&MFRS for reactions shown;Lumber DOL=1.80 plate gdp DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been resigned for a 100 pet bottom chord live load nollconourrent with any other live loads. 5)'This truss Iles been designed for a five load of 20.0psf on the bottom chord In all areas where a rectangle 300 tall by 2-0-0 was will fit Detvreen the bottom chord anal any other members. 0)PmNtle mechanical connection(by others)of truss to bearing plate cepable of waftstanaing 193 to uplift N joint 6 and 237 Ib uplift at joint e. LOAD CABE(5) Standard Q WIPNMa-YMIy Malin pvNlaneKPFJOHdifS pI IM54Xe WCLYefo MlExeaFErawbefeadle.7O173 m.IO0YAI6 BEWBEV9E WfOn WNlauN w9Y MIIebIDcmrvictwi.nW desp�k Lmedwey,xw�Wanleiers]wxrtagkldmYNMdud LWdrp cwnWrenl.roe lnmrygem eerore Ne.trea4dF�pde4vler mos VamYlro RwlxmrlNolaeaMnwaa,eleoaaww+IVN,Awrote lnkaaa�mmm nw o�«al y dMrgtlatl9e. 9tlJ' gS Jceletlkle VeamllvcXllgol YvxJYxtl lnmwebmtl/u cMd mnn�marlY- 1tl11wul lanpaaY avlL ttnarem MaNr9 IT Rugs reZlW FxzetXM WJbpeaerll cdFyx Mlhwvlxe lx,rurr4l,IxYm]pcpolYln,We. ra(wrertl t0leuwe reW"19r91M BWPohr ;rao, (Rye[' pF.alppOe,�Nery.erecMaYtl¢Ygol auae wJlnmaYalanla rna/,XX/I%IGWIIN UIxIn.058-09 uM FCL WIIJrq CwnpenW Terrye.FL 3]e1D StlNYIrepTOAon wRad ncm erica ale MF11e,210 N.lea SXea1.5JR 31 R.NeymdM.VPY1314. uMw I Isami FNS Afichra N Job Rekl6lke o rel BWilq CpllpereN eLgYy..Y[Ye[m1N.FI]1,556 PYIM1 e t IP 9 ' 223355 6 I 201,1x.'6_ W -] _ YYJW NMI] Ga 0) PB DrG5XiFgSX38jgtlnZ3I nD0nYWagNt3?MitpAEDNE �loAa3tlPFU11 Z 6-If0 33. 233 Scale-112.8 015 12 64 I art II 1 23911 9 11 12 4 6 ii U 106 7W C 6 � II 9 sea II 01P0 2&6 4 11 P1P0 1-65 Al 235 LOADING(pal) SPACING- 200 CSL DEFL. in (lac) leafil Ud PLATES GRIP TILL 20.0 Plaie Otlp DOL 1.25 TC 0.2] Ved(LL) 0.08 ]91 >999 2/0 M1fT20 244190 TOOL 10.0 Lumbar DOL 1.25 SC 0.25 Ved(TL) -0.0] ]-e >099 180 BCLL 0.0 ' Rep Stress lncr YES WB O.W HOR(TL) 0.00 8 We i BCDL 10.0 Code FBC201QTPI200] Mabix-MR Weigh:23 ib R=20% LUMBFJ- BRACING TOPCHORD 2x4 SP Nog TOPOHORD Srsell or 60.0 oc Wrim, except and sedicels. BOTCHORD 2x4 SP No.2 BOTOHORD Rigid calling directly applied or 9-"res Imaging. WEBS 2x4 SP hill'Exi i.M recommends Oral Steh0izers aM retyired crass bmaing 58:2x8 SP N0.2 be Iretalred dubn0 Whiles erection,In accordance with Stablllmr IOs,100n ultle REACTIONS. (INeize) 6=228IMeManica1,9=289/0-38 (min.0-1-8) Max 19=](LG 8) Mex Uplift 6=9]8(LO 9),9=-223(LC 8) FORCES (lb)-Max.Comp.IMex.Ten.-Al fomes 250(Ib)or less except ween shown. TOP CHORD 1-2_20.0343,23=-245/34],3-1L-244/34],11-12-243M47.4-12=24M47, 4-5=24313/8 BOT CHORD 9-1 0=-31324 3,&9:-35224$]-8-3521243,e-7=-352243 NOTES 1)Wind ASCE 7-10;VUIt=1301(3-second grad)Vader 01 mph;TCOL�.Opsb BCDLd Opst h=250;B=aSft;Lii24hr come 0;Cel. II;E¢C;Encl.,OCplle(i MW FRS(directlorel),und 0-C E#adog2)0-1-12 to 3-1-12,Interim(1)3-1-1210&]d mine;cantilever left defended;pomh left and dght exposedi for members and forces&MW FRS lot reactions shown;Lumber DOL=1.80 plate gdp DOL-1.60 2)Pmvide adequate drainage to prevent waterpoMing. 3)Tits trues has pact designed far a 10.0 psi boftom chord live load nonwrcurtent win anyolher live loads. 4)-This trues has bean designed for a live load of 20.0psf on the bottom creed in all areas were a rectangle 3-8-0tall by 2-0-0 adds oil fit between the bodom decd and any omar members. 5)Refer to ga er(s)for muss to truss connedlons. 6)Provide mechanical connection(by others)of Was to bearing plate capable of wlihsmanding 178 In uplift at joint 6 and 223 lb uplift at lint 9. LOAD CASE(S) Standard AWIIWWa-Vuay 4uYnWmnOweYM aFIO NOl ES pI19If M'O NLLWED MIIEx aERA.4NLE P4eE NF)4YJ m'.IDOYAIE IFfOPEVSE e—valpkx u9enNV wIIn INIeMcmreem2 atde�6L etlmIYIV Ma^^1ers4iervn�.aNlsln mYWlNdraIMM9�q cwn(nNnL roi olwwsCm.Belvue ue.X'a In IkY�g bra mu[IwIN II,e alMkdilry oltlepgr Pxamaterso,xl gope4Y 9rcwPwde IhkvpYan Info me oYerdl IM6n9 d9y�. RmYg4Blk edato Pevent Lu3IFGo1 coNmweDadlm cM1rtlmnmlm9tNY.Ml9wvl lem0.Wm][Ymna,enl bacFY Fes• adwary reVeed WrVt111NaM10 pnveNcdn [v MIhg911e pnnnd MxvmNpweMavnaPP. ru ,cBdpMaM �eIYURgRu aedl Spa PeMF�EMss' nlamBXmW�awA fiwn�N kM9Me.41PN51ee el�eel.9Vb]I7 Neau Mei Veh Fla9xW,D5B99aq BC9lWtlny Comp[�Iwa Te�Ips,FL NSe !1- yp0 x y 11/40/60 1Ri0TM GEBO1 RCOP 1 Job R'VY '.ce o "oral spear,cxsm,sem ar4ply.'sd.M.FI SR256 Pons 1oID:ass sh p5111(33 ,art. r t I96C75^13UInT Megbl 1ajM3MlpeFAeg48 m3MC ao Da30 yleilQ, zno s0d 4sa uz-tz W60 161M10 __,i 2.1F 10 ~ ' z0d 2W _fl z-Ba z-11L S._123.4 THD26 10f12- 2 3 4 6 7 �a 13 12 If 0 a y4= 7x14 MT20H6= 2M= 2-11-0 Sdd 658 11-2-02 14-0-0 18110 2-110 294 2-Bot 2-ed RG4 2-01-0 plead OB is DLYH 11 03-00.2 01 1 DB-0OS4l 80.3-00.2-0119' 2-002-01113'0.20 - - I LOADING(psi) SPACING 2A-0 C61. DEFL In got) Vtlefl UD PLATES GRIP TCU- 54.0 Plate Grip DOL 1.60 TC 0.92 Ved(LL) -OAS 11 >099 380 W20 244/190 TCDL 5.0 lumber DOL 1.60 BC 0.91 Ven(TL) O42 11 -IS 240 MT20HS 187/143 BCLL 0.0 Rap St.ton NO WB 0.84 Hor2QL) 000 8 Na Na SCOL 5.0 CMe FB=148P12007 MatrM1[-MS We1gM:101 lb FT=20% LUMBER- GRACING, TOP CHORD 2x8SPNo.2 TOPCHORO Stwalnetl or 2-11-5 oc WOlra, except erM vadkeN. BOT CHORD 2x4 SP N0.2 BOTCHORD Rlod ceang directly applied or2-7-10 oc barring. WEBS 2x4 SP Na.3 MiTek recommends In-Stablllzers and requlretl cross barring be Installed do"buss erectltn,In awgrtlenca wth Stadllxer In raftheon ultle. REACTIONS, (INsize) 14=158341-38 Minn.0-1-8),8=1583/0-38 (min.01 8) Max Uplift 14=-IW3(LG 3),8=-1583(LC 3) FORCES. (Ib)-Max.Comp.rtMax Ten.-NII blues250(Ib) sless except when shown. TOPCHORD 1-1bl54 141],1-2=255]2556,2-3=4475/4468,3-4=-565615684,4-5=-5666/5684, 5.6=447Y4468,6-7=-25572556,7A=151511417 BOTCHORD 12-13=-25582557,11-12=44%44]5,1011=448814475,9-10=-2558/2557 WEBS 2-13=1341/1010,3-12=1001804,4-11=1283N),5-ID=1001804,69=-1341/1010, 1-13=-261312&24,2-12=-21]22182,3-11=-138&1355,5-11=-0385'1355,640=-21T2/2162, ]-P=28132824 NOTES, 1)Dead loadr shown irmiutle fear,1 of thas. Top cM1wtl tleatl laatl pi 5.0 pa(or less)is awl atlequete for a sM1ingle rooi. Amhlted b veNyatlequery of top chord dead load. 2)Al plates are MT20 plates unary olbenese indicated 3)NI plates are 4x5 MT20 unless olM1eawlee Indicated. 4)Dealing at folnl(s)14,B considers parallel to grafin velum using ANSIITPI 1 angle to gran minion, Building designer shwId verily oap rdty of bearing sulfate. 5)Provide mmcbenlcal connedlon(by of Bend of Was to beefing plate capable of Withstanding 1583 to uplift at Joint 14 and 1 S to uplift It joint e. 6)Load unrest t,2,3 baalnave been implied,Buildtg designer must review loads to verily that they are Corned for the intended use d this thea. 7)Recommend 2x8 strongbacks,on edge,speced at 16 00 on and preferred to each Ouss with 3 1 O(CA 31'%3')nails. Strongbacks to be atte petl to walls as melt outer ends or reasoned by other means. 8)Use USP THD26(With Um nets into Oman&NA9D naps into Trusts)or equivalent at 8-5-e from the lar end to conned trusees) (1 ply 2x4 SP)to front lace of tap chord. 9)R11 all nal notes share hanger is in contact earn limner. 10)Hanger($)or older connection deNce(s)shall on proolded sufficient to support tpncephatec load(s)10M to up at 8S 0 on bottom chord The tlesigNselecti0n of such connection devices)Is the responsibility of others. 11)In the LOAD CASES)section,loads applied to Me face of the imse are noted It front(F)or back(B). LOAD CABEIS) 1)Dead.Floor Live(balanced):Wmb ar Increase=t 80,%ab h umase=1.60 Q%Amaam-VaAly Mtlynpxmr•Ine•MPFAO NOIP IXI7rBYIa WLLUOEO MIENPFfENXLI IAOEaM11n$m.10$YI01a9EWPEY9E ceyan Wk11or rte WV`.MIIaM—s-1m.RhdmglBN .'rpcn nuame..Yxwm.mtlb IamhFAdrd WWp« 'rA..rot firmiyalem.Bxlwu"o.111e Wdq� In.verily Re alne"dre1V..popi,posom. ra.Pgppol n<or0.'aom. exen,n an.IM o•am ,ledeVOn NUYglvlMeOalo Pevaa kvcNlrgaMMMx11r�Webm]hv<M'ammntanaYy.HnsacxJlanpawrdingp 11ma111aaig k• I:eavonleWr<d In amenmelDaavanl<am=a wlmxeLxa per•olraea.yareww+tv d<r1r�. Tor eerr�laadd�l<o 1e9aBreire iMvkallon xhryla.daNa'Y.e1e<IknmO aacFBorlrusebaMlrwryalems.s6xeel/lel OuaYly OXwb.DAM YMaCe MJNgCwnpMW ne0.b.1. ldMy IrMnMan aWmla M1un Nae Pob MM4a.218 N.Iee Shat SJIe JIR.Nsxm0.M1 VA22$11. JobIWa YPe T111 B9B50 12B]9TOA OEB01 RLCfl 2 I .Jep gel6lente liorel BYYdnO Lwrpcned BuyCfy.JBtlmMIB FIYlJB f0n'.BI109 ARcFg TFM1d'BDI WYY UIT MkN M3'1 WWALyt]W:CI'..D)Pepa2 ID:GIBIIIFg51%30jptlIS3180czen0USY MggNwctojM3'tMpeFAelp0F3MCiedDe3dPIFEj2 LOAD CME(S) Unitolm Lo s(plt) Verl:810--10,1-]=-110 CwmMrWee Loads Ob) Vert:4-1038(F) 2)Dead Umber Increase=1.80,Plate Ilwreese=1.80 Un#M Loa (p0) Vet 8-1b10,1-7=118 3)User Mind:Lumber Mveaea=l.eq Plate Increase=1.80 Unit.Loetls(pig Vert&10=118(F),1-7=10(F) Conwntretecl Loa s(lb) Ven:11=1038(F) QWRRMW6VWdy MNln psMeBWMREPOWOFEB UY 1MS ANBWCLYOEO MICR e3EIlIMw IIWEIWIBAm'.1p@1Ma6e/OPEVSE neagn WMlauepYYYdI�MBeYAcmreclon.RA tlmli�kL tlaYY�4!^�Wwnelers Cwwn.aM 6lwm MTMitl WIOYgcanpw¢nL rot 0unryilem&be�ee,ll¢dRWptleWYev mW aeMy Ra gFYkYBM ol�tlp�p>,mclers w'e1'IX�BY Fcw{rwale Tk rleYTi Molluovrdl W®q�tlp+_&ub'gMCNatlRlo yevW�i[vcMry oIMW1]MmweD Wlw CMvrl memEaapYy.MNRxdt WSW Ttl Mma'enlW¢h2 M( k' 6dwufe�MRetl lw sktMYmlWpovenlcWR�W MINM�oFWew�a'kM'mlgc{aIYW�e.(p0.W�tlpWNBw.'e�egaO�9 Tv PBW Puke EY BNO. 12B'kulMrt elrnWe.tltlNnY peclMna'tl lvackV al lm¢aod TmMlemanMN01/INI GVNYCWxM.P9HVaq kGL WMInYl:ompmenl ienDe.ik J3610 _u}BIv NlgmellonaWmle6an Bis PNe FY41e.RI0 N.lee SNeal.Slk 312 NemMh VPYY316 --- o ye Jury IF n a, t tRBMTOA GEme@ FLWR 1 Job Referame toner &YYn)Gvmviwd6Kp/.JB9MMMY.FI2156 RM:e110.W31 8013810 IN96, U.FkYkek Ltlupn LW WW LYY ]N:sB:R]R01]PBpB1 ID:CISthFg5IX38p 16-768cz5nDU FkVkMOCNMMLWeBwX9UIJDEIfTyvOMywlNtleczFtljY 21611 S]-19 809 11-1-0 1310-] 16A6 IBiS 2To 2-/611 2-815 2615 23-15 2-816 2A 15 2%15 29041 Mona=Came TH026 .p= ads Mr M= 46= 1 2 3 4 5 6 ] 6 9 B 17 16 15 14 13 12 11 24md4MI2m1S-. 408= 2nd= 29091 5711 848 11-1-0 _ 1 ,7 16]1 y tA4-5 2230 2904/ 2A 162$16 2315 2A15 2616 2615 210.11 Plate I Ousels My)_ 1163-80-2-0112'0-2-00-2-0115'06065-0I I ' 2-60.2-011403-80- 1I 2-862-01112'0.2-00-2-O1118'08-00-2-0111]'0.2862-01 LOApNG(psi) SPACN4G 260 CSI. DEFL. In (100) Wall VE PUTES GRIP To - 54.0 Plate Odp DOL 1.fi0 TC 0.98 Ver(Lq -0.38 14 >731 980 MT20 24N190 TGDL 5.0 ry bar DOL 1.80 BC 083 Ved(TL) -0.85 14 >311 240 W20HS 1871143 BGLL 0.0 Rep Slaw lna NO WB 0.61 Hol2(TL) 0.14 10 No Na BGDL 5.0 Code FBC201VTP12007 Meblx-MS Weight:13217- FT=20°1 LUMBER- BRACING TOP CHORD 2x8 SP oll TOPCHORD Sheathed or 2-5-9 co Poll except end vwleks. SOT CHORD 2x4 SP SS BOTCHORD Rigid ceiling directly applied or 2512 or,bracing. WEBS 2x4 SP No.3-Exmt' WTek"Nommeres that Slabillows and required mass bmdng 911,1-07,812,2-16,]-13,345,814,414:2x4 SP No.2 be lolld du0ng ions,election,In accordance witll Stabill]er Instn Ida. REACTIONS. (wo.) 18=192463B (min.0.1-8),10=192410-38 (min.0-1-8) Max Uplift 18-1924(LC 3),1(1924(LC 3) FORCES. (ID)-Max.CwnDJMex.Tan.-All brcm 250(Ib)ar laza except wfien wMwn. TOPCHORD 1-18_18]9'1753,1-2_314&3144,23=-5852/5855.3-0=-753W525,45=571218]38 51-8712/8733,87=]5369525,78--565&5855,8-9_314613144.910=-18]911753 BOTCHORD 161]=4144131481416--5655/5852,1445=-0525/]536,1314-75250538 12-13=5655/5852,11-12=-3144/3148 WEBS 9-11=-34]5r3487,1-17-34]51348],611=1 674113 7-,2-17=-16]411344,8-12-286112856, 2-16-20812858,7-12-13 3 911 052,318=933&1052,7-13=21322146, 3-15=-2132/2148,e-13-99BBI 415=-9960692.6-14=i 4-14-1376/1341, 5-14=-127810 NOTES 1)Dead loads shown Include might of ruse. Teo Chord dead load of 5.0 psi(or less)is not adequate for a shingle mot. Architect to welly adequacy of lop chord dead load. 2)All plates are MT20 plates unless otalWlse indicated. 3)All plates are 4x5 MT20 unless dhetwise Indicated, 4)Beetlng at jolot(s)10,10 considers parallel to gram value using ANSUTPI 1 angle to grain romans. BulMing doslgner should verity capachy of wrong sudece. 5)Provide mechanical connection(by others)d truss to bearing plate capable of Mihsfar irg 192411,uplift at Joni 18 and 192416 uplift at joint 10. 6)Load case(,)1,2.3 halvheve been modified.Bunning designer must review loads to verily Mat they are coned for Me Intended use of lois low. 7)Recommend 2x8 whngbacks,on edge,speced at 1640 or,and fastened to each toss with 310d(0.131'X 3')nave. StmMbecka to be attached to walls at their cuter ends or reshalned by doer means. 8)Use USP THD26(W iIn 1 S nails Into Or S NASD nails Into Truss)or equivalent at 11 1 8 from the left eod to conned tluss(es) (1 ply 20 SP)to front face at lap chord. 9)Fill Nt nail Was were hanger Is In contact with lumber. 10)Hangers)or caner connection devll wall a puri su8lclent to support concentrated loatl(s)1038 to W at 11-i-8 on bottom chad. The deslgNselactien at such conversion device(,)i3 the resporelNliry of wem. 11)In the LOAD CASE(S)swflon,loads applled to the lace of the loss are orated ea iron)(F)or back(Bl LOAD CASEIS) Q W4wNMa VMW a�Ian Awwiwrxa wW wE4e XOIFe dI]Mw 1Nn NCIVa®YiEN effERANLE P4aE MLLl4Am.laOYlJI6 eEFOXEYBE TNI6Sg,W1]Iw un mlY� N1I�OcwnedailMtloN9.kbastlaYYupXI Ml�nele¢Lawn.mtlhlnmfvNNCU I1MJ9pccmF 91.om 9¢lel field locsm."u'.esgrel 1-hr,.1 q%iCeMN old./,,r wnnlersos-u ly Mt1.1wlMtlRlpJnlc arm oval it 5°u,mdm,gn. aaw9 nrrolwlao preaem r.an�onmmuw m�w��lw o.1m nma>a,9.,ni_laaa«alamnww�uce,ma�lmwke ' eRWttllo,.MtiWY�logevmJ OAl4m�h�9fie 6¢iuxpl MnYa,tl go{eNY rlwnIXla s ,w,l(XYW¢e lcp>glp Te aides, now aken .tleNmry mw:hnymn,Iacxgoro,Nr-,lln,s arse 31 ueAN31/IPII GA Y314, rb.Deed9m]kCSI WIIJyCwnponN eaaaPW�61M. JalgTl aXm mrtaMintlan elm FM aIrmM�4o.mtlN.lee 6eeel.SYlewl2Nom,dla VA22JIA Te,gLR 33!10 ruaB � Yea ,zanTon GEWR ' Job Relelence o Morel &Adlq C%�P[senl6µpY.Jetks,mlle.Fl3Yx% fkln.9.11of'M,31201]PhL-B l ..se,63 o1]AfieX lnOupMlre WWWYY,]W5e3]Y01]PW2 ID:G16xIFgAX30pdK31gecx6nDtbfkYkMCCNIIx?KWeBW%gU1JDEIfFyrmMyMNtlgaxFOJY LOAD CASE(S) 1)Dead+Floor Lim(balanced):Lumber lncreaaa=-L%Plate Incraese=t 66 Unit.Loatls(pit) Van:tate=l0,t-f=-t to CancentPow Loads pq Vad:S=-ID38(F) 2)Dead:Lumber Imosese-OM,Plate Increese=l.6o UrNonn Loads IWO vert:lD18=-to,t-4-118 3)Usardefined Limber Increeas1.60,Plane Increase=1.60 Unllorm Loads(glp Vatl Concenimted Loads(lb) Vert:14=106(F) Q W4IIMWa-VNll.Wnl�.wur.WlIGaNOIEB ON]IOY/OWCLVO®Y]ET aFfER4NCEPtlEMii4flm'.fOWTli69lPoXVBE �,li,WplwucedYYY4m MIIekAccwreclai TbdeYpn 60aetldYYupun pxanclaiNrnm aM41w m MN]tl dlWp cat�ml rot Bim ay,lAi�.selwe va.IM INltlhp d%4dnw m�61 VMN a�41aICKlN uI tlei,T pwunalers OM pc{a2v lrcwMoe llt rte W n nolo ms ovca W l w,iycalrr.Wgnomaw4.ealo we 11,�areamenua mww,.ua+wa e�wa m.ml>MarJv addllo�a himH.m mdl>wmaa^,a«ne 9�(' ew.m,�soeo,we,4llNmd,o vaw�l�eula�.mmnomx.a�in Fl.Ymea%�Ivdwam..r�am+ad e�4dawareaware ne Bao4 P.WePw aka. IR.kOIM i1aW%d�W�Y.PeclbnW lawkgalmvesadmm Mleinitea/iN4/I%tW Yh GXwb.DYJ2mtl BCiMbgCwPoonwa ienVe.FL 3Y10 WIWy YapmuXm awfm'e Ywn I�%de hMi4e.RIBN.IBe sEee,.suIb31 R.HcaavBkt Vh Y1314. Job ss pe m run Ixa]etM v0o1 (111y_E 1 ,Jab Relerefee o lionel &lplp Cppperef[eulPfy,k[YwMM.FIyR56 Run.8.11pelAYr31 R01]Vtlfi:811081Yy eR01]Mipk INJYfW.Ix WaC IM 111 ass a,asu Papal ID:GfedFg51X3BIgdn23181 f root LLFkTkMOCNhw?ILWeBAX9UsJDSPI BMRYININ BssFtl(`/ be II Sale=1a]] 5 a4 II 4 &00 Fun a u Li 'a B a e )e 9 e w— a4 II 2A 11 2x4 II 6910 6.910 IAApNG(pail SPACING 2-0-0 CBI. DEFL. In (had) Udell 1/d PLATES GRIP TCLL PGO Plata Gdp DOL 1.25 II it VmmLL) 0.00 1 rer 120 W20 240190 TCDL 1g.0 LMnroer DOL5 BC it Ved(TL) 0.00 1 Nr 120 BOLL 0.0 Rap Stress lour TE1.2s WB 0.08Horz(TL) 0.00 No No BGDL 10.0 Code FBC2014/TPI2007 Meidx-P Weight:2516 FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Snooped 0r 60-0 to Arms, detain and vedtabs. BOT CHORD 210 SP N0.2 BOTCHORD Rigid ceiling directly applied or 10-00 oc forcing. WEBS 2x4 SP Ni MITek recommends mei Slabllizers and requllW close bneung OTHERS 201 SP N..3 be lretalled dudlg Vuss erection,In acwNanca vii111 Stabllizei Inslslall.naft. REACTIONS. All DeaNgs 5-0-9. (Ib), Max Hom 2-119(LC 12) Max Uplift All uplift IOD It,or less at lolnt(s)6,2,],8 Max Gmv Allrmdions2Wlborlessat)omt(9)6,2,].e FORCES. (Ib) Max.Compmtax Ten.-All forces 2W(Ib)or less except when shown. NOTES 1)WkM:ASCE T-10;V.16lWmph(3ae. d gist)Vasil=101mph;TCOLS.q.f;BGDL=S Opst;h=25h;0=4511;L44a;nave=4ip Cat. II;EVC;Ernst,,GChai OWNERS(directional)and C-C ExtedoR2)1-1 11 too 1 10,IMetm(1)44-10106]-14 nna;G-O for embers and forces B MW FRS far reactions shown;Lumber DOL=1.80 plate grip DOL=160 2)Truss designed for wind loads in Me plane of the Inas only. For surds exposed to And(normal to the local,see Standard Industry Gable End Details as applicable,or consult qualified bulldlrlg designer as per ANSUTPI I Tpea designed for Wart loads In Ne plane of the truss Only. For studs exposed to And(normal to the face),sea Standard Industry Gable End Decals as applicable,or consult Waited building designer as per ANSUTPI 1.Truss designed for And loads in"plane 0 the truss only. Forslutl9exposedtowlnd (norma to to lace),see Standard Industry Gable End Coffee are appeals,or consult qualllled building designer as per ANSVTPI 1 Truss designed for wind loads In misinform of the mss oily For studs exposed to And(normal to are face),see Standard Industry Gable End Detain as a,dimble,or consult modified building designer as per ANSIRPI 1. 3)Carole duper conliouols boll..chord berm, 4)Cable studs spaced at 1-4-0 oc. 5)TMs truss has been designed for a 10.0 psi bottom chord live lead nonconeurent With any other five loads. 6)-This truss has been designed fon a live load of 20.1 on the bottom chord In all areas were a rectangle 3&O all by 2.0.0 wide Will fit almost the bottom chortl and any other members. ])Provide mechanical connection(by oftbi 0 truss to bearing plate capable of Waflsland.g 10016 up11M1 at joint(s)6,2,],B. 8)see Standard IMIWiry Piggyback Truss Connection Decal for Connection to base truss as applicable,or consult qual8led building deslgnerSee Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicade,or consult quall0ed building Easigner.Sea Smndard Industry Piggyback Truss Connection Detail for Connection to base trues as applicable,or consult qualigetl building designar.59a Standard Industry Piggyback Truss Connection Delall for COnddcllon to base truss as applicable,or consult dustiest bulding designs, LOAD CASE(S) Standard Q W4IINwe- xW aFla.IXI]MS ANO wCLVOEa YIEF rtlFNeNLE/4aEtlL]4)r m.IW4'AI4aF£aME UeE. LYSIyn JtlNla isewy MIIeFP.cmredom.RB tlgp�kbx]apy4vn pacneMu.Yuw[.MhlorallmlMdmllMMllpm�wi.ml Ifusgslwn aelae we.IM dtltlW1,Y`.gacvmW Vainly Ra gDlkdwN of cpJgl.aanalenrnlpopefl4 Mapttalp RBtlegT MOlM wbltll �} Wdrq W4TbxNMkaletlklp Pev ikvctllrgol MVkYYJ Iiu¢vre.eMia amwtlme.IRrsaYy./WObvJ IanMPY aN pennaieniM¢hl Mllek' rWvwfeeass knever,wJ io Wavanl dg IbssWaNauo` M[y'YMMW dam. fwapnred9�afag are �M1Rn NofWe,tlelxefY.aeclbnop dacFq of Mmc[aMlnmaylafM4`MNEVIFl14wNy CMxp09BJe m4lCO&NfOCpiKxxnl aeW GeMa EeNaM. fyYl]pyMmpXm aWNIYe Yan]nefloHMRMe.RIr N.Iea Shaer.516312 Ham,M.y VP'M311, ienp,FL aMf p u m=s the TIII4essa Ico,int A on. pendent, Iq I I'Jpb gaNrellGe facliotions Bu1MIrg CompmeMfi�k'.Ja5X5mvAle Fl3t355 nun:B.ItOe l.Yla12M]PM'011080Yyents MupAM.Ye WvI MeY I]N'Sa3]101]Pega1 ID:G15tlFgN%38NEIIZ3199cz5nDlLFkYk1A0cNMMLWeBwXeU1JDP2M?xlVywlNdeaxFdlY I &411 Base 119.7 4 em 12 2x4 II 3 3 ] 2 Li 0 a 6 z.4= nA 1; 69 10 arm I1 6910 _ LOAMNO(pat) SPACING 2-0-0 C&. DEFL in (roc) gdatl Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.20 Ven(LL) 0.00 1 Nr 120 W20 2"19) TCDL 10.0 Llvnber DOL 1.25 BC 0.12 Ven(TL) -0.00 1 Nr 120 BOLL 0.0 ' Rep Stress lnor YES WB 0.09 Hcr,ej 0.00 we Na BCDL 10.0 Code FBC2014RP12007 Math-P Weight:26 lb FT=2096 LUMBER- BRACING TOPCHORD 2X4 SP No.2 TOPCHORD SheameCor6-0-0.d Wiins, ekce,tanlyerical.. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1060 qq bating. WEBS 2X4 SP No.3 MiTek recommends that Sfabilirers antl required cares bredrg OTHERS 2X4 SP No.3 be'mstal6tl tludng Truss erection,In aceordance Wth Stebillzer Imuri ft tlon dodo REACTION& it ize) 5=12815-10-1 (min.018),2=57/5-10-1 (min.0-181,6=309/5-10-1 (min.0-1-3) MaXHorz 2=135(L012) Max Uplift 5=-50(LC 12),6-11 Sg_C 12) FORCES. diff-Mex.ComWMax Ten.-All forces 250(b)orleas except whensh0wn. WEBS 3.6-2311314 NOTE& 1)Wind:ASCE 7-10;Vull=1 Wmph(3secondgust)Vai 01 mph;TCDL=S.Dpsf;BCDL-5DPs;h=2511;8=4511, =24f1;says-411;Oat. 11;Exp Q E.L.GCpi-0.18;MFRS(dlrecdonwt)and C-C Excerbi 04-3 to 34-3,Inlarloal)34 3 to 6-7-14 mme;C-O for members and forces&MW FRS for reectlom shown;Lumber DOL-1,60 plate gds D01=1.80 2)Gable requires cominuole bottom Mord beefing. 3)TMs truss has Dean dssignetl for a 10.0 pal bogom chord Ilve load nodrancunent Will any other live loads. 4)-This truss has dean designed for a live load of WDF,sI on the boilom chord In all speed Wlem a rectangle 3 6-0 fall by 2-0-0 Wde WII fit between the bottom cllond and any other members. 5)ProWtla mechanical connection(by others)of truss to bearing place capable of Wthstanding 100 to uplift a kings)5 except OFOR 6=116. 6)See Slandartl Industry Plggyback Truss Connection Decal for Connectlon to base truss as applicable,or consult qualified building tledlgnmp See Standard Industry Piggyback Truss Connection Detail for Connection to Daae truss as applicable,or consult quallfietl buildrg designer See Standard Industry Piggyback They;Connection Detall for Connection to base Truss as applicable,or consult quallletl building designarSe6 Standard Industry Piggyback Truss Connection Detail for Connection to Lase truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard Q Mail-YNIyCWpn gvvMe.eMPFIO HafES 1,I less AND Ncluti ABIfx NEFFPENCE PIGE beeiedm.IOWNIS aWPE UBE WMlpais YxBm MfleFIDcmmclm.IYEJNanKbsNmIY IB>cn Pxarelers Lwwn m]Kld mYilNdM len, dld�gcompxwnI rot o O�maysBelae les.tt¢MHLy tl ekner u muAveAry .- i yY-0cMllyoMvWln twanelersaW gopsdYMi-u -kttA da$n 9110 Ir'eol aumnGesen. ®«npwaaloaKwaG�ellllw-alrn�llwxelwlminw«o«dracnnlameml>als'�xyY. wlwlemwwa.rm�m�wmn«ma Mf ek' aawnlewwlawuw,.=l to aewnl«xwse wm�rx�IG r>tirex.s ny.y wa aomlly v>nale. p«9...rela Pwwke iegdOp nw seem cf lNay ae prow as aacYgoltle if ltl mm5Y51ec 5salXY/Rn YUNry cilwb.ose.09aq asst wBNn9GellWlwm Term P.m.E.fl exa. BaeNNdwnitlbl�..Gmvenom aria naelanwle,title x.laG saGGl.adrealz.We.alolG VAzrala. ]=rIve.a 3ae1q 0 N65 YP9 { T11NWN t2aMTW FBoa I'IyplNok I 1 JW RBlerence o fionel Binding Cmponanl 51hpi,JacbonvilM,F1 32256 R 0 a.tl0s Wal NI]PAM,81105IMy 62014 MiIDk IMMFIV.lrt W.Ma 14%25 XI]Ahhrdj X ID:GISaIFg51N301g011Z3N8ci5nDUJWG6aLd9RDirWgDOUEAIFXI 2aw 24d xxy II fi adi Iii 3 5 fi.m tR d 1 EJ 4 2x4_ 2y4 p _ I LOADING(pa) SPACING- 2-00 CSI. DEFL, in (loo) ease Uri PILATES GRIP TCLL 20.0Plate Off,DOL 1.25 TC O. 8 Vi0.00 1 M120 W20 2"IN TCDL 10.0 bomber DOL 125 BC 0.12 Vert(TL) 0.00 1 N, 120 BOLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) j ore Na BCDL 10.0 Code FBC201U P120W Whlx-P Weigh:1314 FT=20% LUMBEW BRACING TOPCHORD 2x4 SP Not TOPCHORD Shanghai or 6-0-0 oc pullre, except and vemmb. BOT CHORD 2x4 SP t BOT CHORD Rigid ceiling directly applied or 1000 oc bracing. WEBS 2x4 SP No 3 MITek ha-melltls Thal Slabifizehs and required mass bmdng be installed door' . aredlon,in accordance with Stabilizer Installation fluids. REACTIONS. (Ibirsize) 4=1183-i-14 (min.01-8),2=180/3-1-14 (min.0-1-8) Men Hour 2=80(LC 12) Max UPIX 4=-i 12),2-51 fi-C 12) FORCES. (Ib) Mex.Comp.rMax Ten.-ATI forces 250(Ib)or less except When shown. NOTES 1)Wind:ASCE 4-t0;V0t=130raph(3 second gust)Vasd=101 mph;TCDIr5.0psk BCDL=SOpsfl h=25X;B-151t;L=24f1;edye=dft;Cat II;Exp G;End.,GCp1=0.18;MWFRS(dlrectior haw FG ENeoQ2)21-551024-e-5,Interior(1)24-8-5 to 25&9 mne;G-C for members and forms 8 MWFRS for reactions shme,Lumber DOL-1.60 plate grip DOL=1.00 2)Gable requires continuous Whom chord bearing. 3)The three has been designed for a 10.0 pad bottom chard live load nonconcoment 1WIh any other live loads. 4)'The truss has been designed for a five load of Moist on the bottom word In all dress Where a rectangle 3-6 0 tall by 2-0-0 Woe WII fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to Waring plate capable of Wlthsianding 100 H uplift at joints)4,2, 6)See Startler!Industry Piggyback Truss Connection Detail for Connection to base truss as appllcahe,or consult mangled bullding defigmr.5ee Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer See Standard Industry Piggyback Truss Connection Defeat for Connection to base truss as applicable,ur consult qualitled building doegnerSea Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,of consult qual r building designer. LOAD CASE(S) Standard Q WAPNN(t VxN aafirr +s ,afaaG.e04E5 se 4WSIMa NCLYOEa YlflfaE£LN4NCE/4aEYi4!)]m.laeVAI6IF{OIIE eaE IMrl1 WNIw uSewAy Min MllohommcMrs.RE tle5P1 k LvudwYyu{wn Fvannlm NuwR mtlls,ohm IMMdd lurtllhp �nL rot liloadvas &ewe ue.me Tricep aeapnw mutvailN nw ny4alcauN of deAm Ixxwnotenrwgopehly slcomwola caoxenh10 IN nwadl cowlrslm.aacvwmhaoleaelory»yee,awalreol Flanaa m�weowalw cmlameml..,wv.rnauwe,.repwwMiT6k' l con e'roodasmlN me,o 1*a =fift.w Mmr cftuyf yea Mrvyekft wwly dwnopo. FolgwiwmmKfit rwdro xw kCM1.MNnewpae.MXNehy,eleclbnaM d¢Fq of AuwKatllnmryslaln seextNl/M14uNy C1MW06Bd9 vgaeL e�MPtompanx4 68,HL ovil. Slay lhewmaXm avdlKAe Yon llw%C YrtAMe.218 N.leo SAae1.SJIe312 NemvM3 Vh2S114. i Tarryt.FL 3Y10 Jobype „1.! e Han. 1'BOH P4Y5eHIX I Job Relaence o O. &Ydy COlrpnee Bygly..b[MNMB.FI93Y aectirlUHIWr 312J,]Rilll'8110HMa1'6201]MTeX IMWM,Ix WPo Ma 1]@364e 201] , ID:OMFg5lM8jgdV3'i Bc]snDU-IWBBaLd?RDM' DOUEWF ce2y4gpC5BX]M X I $4 V Son,110.6 3 6.LU 12 2 o 4 = it I LOADING(Intl) SPACING 2-00 C81. DEFL. in (Ion) posit VD PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TG 0.05 Vad(LL) 0.00 1 M 120 W20 244180 TCOL 10.0 Lumber DOL L25 0C 0.08 VBn(TL) O.OD 1 Nr 120 BCLL 0.0 ' Rep Stress Inc, YES WB OAO HOIZ(TL) 0.00 n]a No BCDL Mo Code FBC2014?PI200] Me_-P Willi 111b 1=202 LUMBEW - BRACING TOP CHORD 2x4 SP NO.2 TOPCHORD Sheathed or 6-0-0 dlWHIM. except and verncas. BOT CHORD 2x4 SP NO.2 BOT CHORD Rigid telling di wily applied Or 10-D-0 OC owing. WEBS 2x4 SP NO.3 MiTek recpm-antle Met I.--anti requ.H tonna bracing Wm Installed duhng IN68 elBClloq In aCe0RIa0re W ltl$tab., Iretallenon uide. REACTIONS. gftyd e) 4=87N-54 (min.0-141),2=13M2 4 (min.0-i-8) Max Holz 2=85(LC 12) Max point a=31(LC 12),2=48(LC 12) FORCES. (lb)-Max.Cmr pJWs,l.Ten.-All lomes 250(Ib)or less except When 5mem. NOTES 1)Wift ASCE 7-10;Vut=130mph(3semdd Wet Vat 01 mph;TCD1.-S( l;BCDL=5 Dpd;h=258;B=45ft;L--24It;eave711t;Cat. 11;EV Q End,GC0=0.18;MWFRS directional)and CC ExteNH2)zma;C-C for members and fomes 6 MW FRS for reactions shorn;Lumber DOL=1.80 plate grip DOL=1.60 2)Gable requlres continuous bottom choN bearing. 3)TOO truss has been designstl for a 10.0 be(bonom chord Ilya load ponconcumendt With any Other I've loans, 4)-This Was has been designed for a I've load of 20.0Wf on the bottom chord m MI arses Mere a rectangle 360 tall by 2-0-0 ride Wit fit between the Import chord and any other members. 5)PrOMde resonant"connection(by others)of Was to bearing plate capable of vnMstanding 100 lb uWnt at Ioint(sf 4,2. 6)See Standard Industry Piggyback Truss Connecgon Older for Connection to base truss as applicable,Or consult qualified men, tlasigner.See Standard Industry Piggyback Tones Connection Celan for Connection to base truss as applicable,Or consult quNlged building realgner.See Standard Industry Piggyback Trues Connection Detail for Conrxxtion to base truss all applicable,or consult qushfied W11ding designer$a.SMndi Industry Piggyback Truss Connection Detail for CmnecOon to base truss as appllcade,or consult qualified building designer. LOAD CASE(S) Standard Q WAaMNa.vMlyN punrslxa and RUD Nora oe Ta5 AND WCLooes embeyaEfea4NCE aeB W74M ne result eHDP6 u. hYgr nlme VMS Iw un only Nn Mleh ae r--nttl gdnk1.a.v upon rxnanele¢snown.wtl a 1w m h].nam"n O—,-ML ml uM .Belore ue.II less r"Oud-r—r-W 1r ap "meNof.� nen Wwelm] AY k. pOme Ms Osesm MQu O. em' dmlOon''sXM. nmty'rxNco1sv11510 pevenlXucxp�q on,dlWxxl nu¢webaalw clava memCersoN . (vlJnwltl lemryxdyaMFumaanlbw,ry �(• k Wttps rePllrwliw skRYWYarW to(xaverru—no<wllnlnmbw`r..xul Bluyevl pra4 dy Wrupe. fageletlpNch knee Dwdg6le 6PoH Gnb EM BW IWkolbn slwrpe.rbMvery av*'MmIGacXpoiMReta'd MlsryAane vxr/,XL/1%I GWINGBBIM.056'haq KSlWWnp Canpwnnl Tnrye.FL M10 SIINy INamoXm avdkde M1an IIS IMb Ysnlule.2lBN.lee Sheat SI1e312.O1e[Wh VP2R314. ypa a aM]eTOA T01 'T:. t Job Reference(OptionedIt14YM8 BUIYYIB LarymM BL1:ff/.JNimMW.FI2YY Pun'.B.110811.W 91'41]PM'a 1f09EYY bMl]MTM IItlWINe.Mc.W 8L A4Y ]L¢'YY6Y01]Pel ID:GIS.NFg5IX3NgditMfl 5nD118]gUIVndC%FNepoetyCynklYl3AZPE2FOBsIDIWejW 13] 1 1 759 _ _ 132-8 F 1480 13] O 9 SOI6 5-11-9 1J] 59_ Si-131.0 2 E00 12 23 � 4118 II 4a8 II � 3 1 g 4 415 II 4r5 II 134 1 1 ]30 15416 1 -B 148-0 1S4 0 a 5015 6&16 O 8 13] LOADING(yeti SPACING- 2-0-0 CSI. DEFL In (lac) load Ud Pi GRIP TCLL 20.0 Plata Grip DOL 1.25 TC 0.62 VErrd") 0.26 5-6 x639 240 Mr20 24U190 TCDL 10.0 Whiter DOL 1.25 BC 0.59 'co" 0.34 5 49418D BOLL 0.0 ' Rep States Imr YES WE 0.15 Horx(rL) 0.01 4 Na Na BCDL 10.0 Code FBC2014 P12007 Matdx-MR Weight:9216 FT=2096 LUMBER- BRACING TOPCHORD 2,14 SP fill TOPCHORD ShceMed or"i no Wdics. except End verticals. BOT CHORD 2x4 SP No.2 BOTCHORD Right ceiling directly applied dr]-69 do bracing. WEBS M SP Na2'Exci r MITek recammentls Mal Slabillzers and required close IxlfGng 2 5:2x4 SP N0.3 ba Installed during truss erection,in accordance wffi Stabilizer OTHERS 2x45P No3 hard larch guide REACTONS. (IWaize) 6=58210.3-8 (min.0-1-6).4=56&0.3-e (min.0.1-8) Man Harz 6=141(LC 10) Max Uplift 6=34](LC 12),4=34](LC 12) FORCES. (Ib)-Max.Comp.IMax Ten.-All forcer 250(Ib)or less except Wren sMw . TOP CHORD 1-23-5T] ,23-24=46918.59,224=469/6]3,2-25=46W6]2,25-26=469/659, 328=-STIr&M,1-6=45114]8,3 4=351/478 BOT CHORD 58=51&419,4 5=51 31419 WEBS 2-5=3 5123 5 NOTES t)Unbalanced root live loads have been considered for Mla design. 2)Wind:ASCE J-10;V01=130mph(3 second gust)Val01mph;TCDLS.Opsf;BCDL=S Opsl;M1=25d;BdSip L=2411;wriv tl;Cat. II;Exp C;End.,GCp=0.18;MW FRS(tlioctlonaB and GC Exparr 2)D-2-12 to 3-2-12.INerioa(1)32-12 to 7-3-0,Exledorf2)7-3 0 to tO30 rune;cantilever tell and right exposed;and ver ical left and right ecoosed,porch left and right exposed:C-C for members and forces&MFRS for reactions shown;number COL-1.60 Plate grip DOL=1.80 3)Truss designed for wind loads In the plane of the truss only. For studs exposed to wind(normal to the lace),see Standard Industry Gable End Details as applicable,or consult qualhied Wilding designer as per ANSIITPI 1.1rruss designed for end loads in Me plane of Me Was only, For studs exposed to Wind(normal to MS face),we Standard Industry Gable End Details as applicable,or consult qualified Writing designer as per ANSrPI 1 Truss dnsignttl for wind loads in the piece of the buss only. For sWds,exposed to wind (lartnal to the face),see Standard Industry Gable End Details as applicable,or con ull qu rfi ied building designer as per ANS9PI LTrussdmignedforwlndloadsinthaplaneol Meimssonly For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualllied building designer as per ANStTPI 1, 4)All plates are 2x4 MT20 unless o falwl as iMlcated. 5)Gable studs special at t-4-0x. 6)This truss has been designed for a 10 0 psi Wflan chard live load nonceanunent will any other live loads. ])-This buss has been dealgratl for a live load of 20lOpsf on the bottom MON in all areas where a Moderate 380 tag by 2 0 0 wice will ht befwxtn the Whom chord and any other members. 8)Powder mechanical Moral(by others)of truss to bearing plate capable of Ynthstanding 100 M uplift at joint(s)accept at-lb) LOAD CASE(S) Standard Q W4aNM0-YnXy M W n pvenwaxe and hard scalds PY 1MF Add KLIq®MIEN PEFENaf2 NOE MF]4Ae.106'416190PE UeE na516n Wp Iw us w11Y Wn1 MIIHe6 c�maxclas.Ris�Ypn k dvc'ICNYUIbn planelels Y.nM eMkiw m YMN].M dlWgcangvw trot blMiavem QBlwaus.11W Ixecroc, ]W�m�n ueMy aha gFib2pry"I—do nparmor,ash co,cerY fcomorna Ndee4an Molnew'utll arlon. ®aNOf]caledkle pewnl WCMry nlfquLyllu¢wel>adlw aMtl mam[en CNY.A�E-a'd1am'-droePmtl .brocfp WOW kdwayattrletl en iWMlyaulbpevanl cdlgw Mh(cffiAeµrdflkxy xtlpesyslyrxn��e. lw¢aeatl pNkxeaegrWpllle sLAcass Ywa9e.deche.cecnow atltlsf9M to..Me nm ivsIs sacur IAI MS MYLIkwlwp4a-then KJ16uIMnYLaalVuaenl BPM vert.M161. YeIYYYomWim m/rlrl%Yen Mn PaM1eENe.RIB N.Iea9lreeL SlH312 HemvM.'4 VRYY314. Tempe.FL 93610 UNIS Ul Fly 0T 126]BTOA il¢ Cmmm 9 Job Paylelerce o.r ps aLW]aNcmPone123u6gy,Jeckaom4W.FlSRSe a IDGf5dF31IX 6 gtlnZ319645nDt1 e]1 UnYTiedc%uarval t w kl N I'de ss FOzoll el o W g5 I - 9 apes yCyn By I F30 b60 3O 730 &3= Sine:W=V 2 8.0) 12 B ] 10 4E i sat 3 1 Ice e axe n 4xt0= axe u M ]39 1440 td$Q M s9d d Plate Onsets(%y)- 11'41-120.2-0113'01-120.2-01 LOADING(,q SPACING 200 CSI. DEFLIn (loc) Vdell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.66 Verl(LL) 0.12 56 >9BB 240 MT20 24M160 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TIL) -0.12 1 "'1 180 BOLL 0.0 Rep S.Ina VES WE 0.95 Horz(TL) -0.W 4 Ne Ne BCDL 10.0 Gode FBG2014 P12007 Maltlx-MS Weigh:SO Ib FT=2096 LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Spatial or 5-9-9 w yurire, except and vsrb.1c, BOT CHORD 2x4 SP No.2 BOTCHORD all calling directly applistl or 10.0-0cing. oc bra W EBS 2"SP No.3'Excspl' MITex recommends Nal Stabilizers turd required cross crating 16,34:2x6 SP No.2 be ftv lalletl d.r ng Vossrecti eon,In accordance Win Stabilizer Installation ultle. REACTIONS. alhaize) 6=562/436 (min.01-81 (min.O1-8) Mex HoU 6=459(LC 10) Mex Uplift 6=64](LG 12).4-347dLC 12) FORCES. (IG)-Mex.Co m. .Ten. All forces 250(Ib)or less except when shown. TOPCHORD 1-7=5TMW.78=4831853,26=-0691670,29469B70,9-10=4031853, 310=-ST)852,1-8 499/533,34=-09&533 WEBS 2-5=29]1186,15=-3881319,3-5=-3681319 NOTES- 1)Unbalancetl roof Ilve loads have been considered lorthls design. 2)Wird:ASCE 710;VOL-l3 M(3secontl gust)Vazd=101mph;TCDLd.Opsl;BCDL=50ps1:h=25ft;8=4511:L24q gave-Ut;Cat II;Exp C;Encl.,GCpi=0.18;MW FRS(dl,Wllonel)end C-C Edenor(2)0-2-12 to 3-2-12,Inlenor(1)3-242 to 73Q Eden0r(2)73010 1430 zone;cenfilaver left and right aposed;end malted left and right imaoaed;porch lea and night examed;C-C for members and forces&MFRS for cachous shown;Lumber DOL-1.60 plate grip DOL=1.60 3)This Muss has been assigned for a 10.0 psi bottom Mord live load nonmrlcunent AM any other live loads. 4)'This lues has been designed for a live load of 20.Opsf on the bottom ch cm!in all arms where a rectangle 3-&0 tall by 2.0.0 Was Will fft behveen the Whom Mord and any other members. 5)Provice mechanical connection(by others)of Was to bearing plate capable of w aslendinlg 1001b uplift at bunds)except F=1b) 6=34],4=34]. LOAD CASE(6) Standard Q sal s ax Aw ,-an-.4mb PrpTE50.y news.......al fluam 59EFONE YSE Wd to,ore MYvsh,Nessa x ilpri�asftnb ]ave uMl Waren rvav-ab B M on wi,I dd,llryp cwn ienl.rot mmaypbn.061ae u¢xewmpdeapwn munvenN ¢pmrtnh ordeepn puanerersagpwMv h<rmwale mtaoWm mio en ovrvTdl 1� WagGBr4n.aGMa MI MCOxIO PewnlLuckM9or FtMxd mmwebwJlm clvra meTlYf:Wv.lvX1bx11empxaV n✓pvvniar¢nuxWM .14Tek hdwyretxledMLLYAllyaglo nrnvenl cdky'er Mlnlpaxr Jk4�Y�dpr+L IYd�nM1�. rcT Wrrerd 9Jd�e✓-e ieµx�ArRl ttre rWlcalkn Lw�e.tldx'mY,aecMnmdaM-bon lnseiar[Immsyalentt®eMHR/IPIIYdh4lMb.paxJaOdxC51&alWn9 derriMnxnl baoa Pe,ka Ea BNtl fyxh yypnpYyr wd2m Ymm lneflale lrsXMe.RIB N.Iee Street 9lb S12llemvlkt VRY1J 14. - -_ - Tempc.iL aYt O loss Ila yy0 I Y T11N065k 1£9]BTM wm T. essispared base Job Relerenre(O011mlPll Buill cm1 e99,01V.4xawini.,F19225a nun a 110 81W131 R0 P11M 0.1IBSMa IMTak XMUYIWm..Iywa=100:56302011 IsrG ' ID G15%IFgbX381gdnZ3196cAnDUUP laGUNECZMmNBKyrxCsdBgmOInHal city Sl-] ]-10.15 1148 23-1A 9]4 4J6 37-8 1169 9�= Sale=1 N.1 ] d10= 8 8 5 34 39 8 9] 600 Fil 0 � 11 28 26 12 2 36 jt 9� la 1618 �I 33 l I Ion 26 30 25 IO 2I 23 22 21 N 18 10 11 Bae= 11gp15 21_10 3]] 458 LOO 11-2-0 PI1 Ottd (XVI 13'0-2-061-1211446150-1-01 LOADING(pd) SPACING 2U0 CSI. DEFL. In (loc) VW Ud PLAIES GRIP TOLL 20.0 Plate Gdp DOL1.25 TO 0.21 VeMLL) We - No 999 MT20 2"19DTCDL 10.0 Lumber DOL 1.25 BC Ole VeMTL) Na No 999 BOLL 0.0 ' Rep Stress lncr VES WE 025 Hord(FL) 0.01 17 No No BCDL 10.0 Cade FBC20t4]TP120W Maul Weight 14]16 FT=20°;. LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Sheathed or&00 co xanns except and vedlcals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid selling clef f applied or 10-0-0oc bracing. WEBS 2W SP No.3 JOINTS 1 Bless at Joe):28,32 OTHERS 2x4 SP Ni,3 M1l reL9mmeMs that Stabilizers and require,cross bmAlg De metalled din Iruv ereGlm,In..to..Win Stablllzel ,revelation. revellation Ido REACTIONS. Allbeadngs281A. (tb)- Max Holz 27=-190(LC 10) MaxUplift All uplift 1001borlessa11W11(s)27,23,22.21,20,19,25exceptl]=191(LC 11),IB=-181(LC 10), 28=-132(LC 12) Mex Grev Allreadlons2501borlessat)Dint(s)2],23,22,21,20,19,18excepll]=252(LC13),25-134(LC 1]),26=361(L017),24=319(LC 18) FORCES. (to) Mor.Comp.WrouTen.-All fohmy250(lb)mless axoaptwhansMwn. TOPCHORD 2-9=112253,3<=1 W2]9,0-3fi=116299,538=-11(4303,SS=-113921, E-]_12N351, 26-2/3513,8 9=-1111925,93]=-10]1308.10-3]_11fl903 WEBS 325=253@41,,2 2-26=248918 NOTES 1)Unbalanced roof live loads have bear,considered for this design. 2)Wind:ASCE 7-10;Vu11=130mph(3swcond gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Ops1;h=2511;0=45X;L=241t;wave=211;Cat. II;Exp C;EncL,GOIA�18;MW FRS plikedlonal)and C-C Cannella)0-1-12 to 3-1-12,Exte0or(2)31 12 to 11 6-8,Coral 11-&8 M 1L6-8 Was;and yerllcal left and right exposi C for members and forces A MFRS for reachoe,shown;Lumber DObl J60 plate grip DOL-1.60 3)Truss tleslgne l for Wind Inmate In the plan¢Of the truss Only, For studs exposed,to wind(normal to the face),sea Standard Industry Gable End Details as applicable,or consult qualified binding designer as per ANSVTPI 1.Tluse designed for wind loads In the plana of the may only. For studs exposed t0 vdnd Monnal to the fare),see Slander Industry Cable End Details as applicable,or consult qualified buldllg Cadger as par ANSVTPI l Truss designed for wind loads In do plans M the truss Only. FOr sWtls a,po3eU to wind (Normal to the lace).see Standard Industry Gable End Derails as applicable,orwmAt 4elllied burning designer.per ANSVTPI I.Tlass designed for wind Mas In the plane of the truss only. For duds apposed to wind(normal to the face),see Standard Industry Gable EM Delalls as applicable.Or mrsult quahmal IMIdilg designer as per ANSVTPI 1. 4)All plates are 2W M720 unless maxw se Indscated 5)Gable requires contlrums homer dlor Fall 8)Truss t0 be fully sheathed from one few Or securely braced against lateral movement(i.e.mWonsl wab). 7)Gable studs spaced at 1-40 oc. 8)This truss has been designed for a 10 0 pin bottom cMr live load nonconcurrent with any other live loads. 9)-This tmss has been tlaeignatl far a live load of 20.olsf m the bottom chordin all areas where a rectangle 3 O tall by 2-0-0 witle will lit beMwen Me bottom chord and any other members,with BCDL=1O.Opsf. 10)Provide mechanical comill(by others)of trues to bearing plate capable of withstanding 100 lb uplift at lolntfs)27,23,22,21,20, 19,25 except gt=16)1]=191,18=181.26=132. Q W4aNMa-YWyCalynprkiwlxeeMaE4p M]®OX 1Ii INOYILLUOFD MIExaEFEa4XCE IIUE ME]4Am.IBNWIEaVeaEYK D_'slpn WMb Y MIIPXZJcmreclom.Mda43nkCrn¢tl Myupcn gxm¢Rrs LwwnagkldmMNWLW W�pcpnNwnnl,rot p,mry{Imn paWalee,IM dlWq tleWJlnI mlRlvenly Me ggcWllyolOWµt(%kanelersatlgepP11y11cagxOle Mktl�nln10 11¢ovadl o-Ean9amo,.aml9 Yrmnedkfogevenld wlrealmwaw m.MwPod.vdomamPlnbPaonv.oeawrYl ldknolwaallenlnalm 6k' k dwg51ery1ed M p211h a,d lu pevenl c W q,se wMI%ems{>am,ntl 6bry and gopellY ba'n,pa. 1d yel,ad q.NMce lepa W g Ina IWknlbn sld�,tlelkery.pPclbnml[x,LgollncesaWlluua Mneme¢�rvW9VIPll Qxily bYklM,OSk-09aM BC91 WIM1p(.om0wnl 69041.M Eetl BMtl. ByOly MY1mX Wyllie Ban Ola%sale kulMda.2le N.rx SXeel,SWe912 NemJh VPT[31 C. ia,lpa,FL 9510 NBeY ttY1910A TM [ammo I3 Job Rele62017 Warner) '/ pWe &YAg Cw�pwiwi sully.I.M.FI32256 nun:e.11os A17 -eZ sM+y rDU�NnFCN1ukW5c5q]a9ME�N2TMa�v 1pVLg EStl�U ID:G15vIF 51%30 gtlnZ3196v5 SBd 1 Vn4 S 1] 12 ?S1J1 6901 iG0 -- 5,94 `vB4 Sub= 6ar, t:GG.B a 80 12 12 13 ss. ass 4 14 Ort. 4w 5 it p 9 e T a hall 4e ]xto= Ort= h411 1]b12 231 Sed 564 SBd i91 LOMIM(psi) SPACING 200 CSI. DEFL In ft.) Wall Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL1.25 TO 0.41 Verl -0.03 8 .999 240 W20 244/190 TCDL 10.0 Wmber DOL 1.25 BC am Ved(1L) -0.10 ]-8 .= 180 BCLL 0.0 ' Rep Stress Inch YES WB am HOR(1L) 0026 We We BCDL 100 Cotl, FBC2014/TPI2007 MaMx-MSi We19M:1351b FT-20`4 LUMBEh BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOPCHORD sheathed or 50 14 oc puffins, except end verticals. BOT CHORD 2x4 SP No.2 ROTCHORD Rigid calling dinectly applied or 10-0-0 on Mach, W EBS 2x4 SP No.3 MiTek racwnmentls Net SNWlireta and required.mes pending 00IO31a Btl tluling 1N946IBd10n,N accordance NYN Stabliber IA418118tlOn OUMe. REACTIONS. (N/ H10=912/05-8 (min.618),6�12N-58 (min.0-18) xorz2 Mex H119](LC 11) Mex Uplift 12-239(LC 12),fi-239(LG 12) FORCES. (Ib)-Mat CompArtex Ten.-All forces 250(lb)Wass except when shown. TOPCHORD 1-11=-116W72,2-11=-l084887.2-12=-931/370.312-84W943-13=-84W394 493=-931/3]0,4-14=-1084/30],5-14=1185/3]2,142-85]/33,58-85]/336 BOT CHORD 8-8-308983,78=-299/903 WEBS 3-0-1401485,28-321-9-lort929,48=-328/171,5-7-244529 NOTES 1)Undressed!not five loads have been considered for Nis design. 2)Wind ASCE 7-10;Vult=1301(3-second goat)Ve ri 01 mph;TCOL=6opsC BCDL=5.Ops[h=2511;By15ft;L=24%esel-lft;Cat. II;Exp C;End.,GCPI�a18;MFRS(alrecsoreB and C-C E,drel 2)0-1-12 to 31-12,Iderior(1)3-1-12 10 1188,EAenor(2)11 fl-8 to 14-68 mne;entl eanlcal left and right We ssi tar members and forces 8 MFRS far heaG1ofl9 shown;further DOL=1.80 plate gnp DOL=1.60 3)This Was hes been designetl for a 10.0 psi bottom shoo live load nonwricunenl WN any other live loads. 4)-This imss Was been designed for a Ilve load of 20.Opsl on Ne bottom Chord In all areas where a rectangle i6-0 tall by 200 Was al fit between Ne bottom chord all any other membere. 5)Pro itl,medtanlcal connection(by others)of Muss to bearing plate caped,of Withstanding 100 to uplift at loint(a)except gldb) 12239,6=239. LOAD CASE(S) Stardard QwIFXWa-Ew6y4rwgiywe,M�nmaeFlelpTE6 PV 1F144Np M.LYe®YIEa'PEFEMN.EIMEM]Olfm.le0.Ntl/EBEPoNEYBE. ✓earYwtln MnekbcorvwcMvs.Rn Cetlm k Wxd MYUWn re�orelaS Yuwuadk W m kNaNWa bAdxpcwn�wnl.ml a� Mem BAlwa wr.IM WtAp tleilaw�mui venry ncmrrbtlMlNolaeHln ManabrtmlpW WYhcoltgmta RIItlrv..WP Y90 IM ove�al IY.a'gasG{M1az.,9 WlvlMkbfHevenl du:YYm unnaleNWlNaweDab/wdvam.mk,e¢u,IY.MMIrn,lanGao,Y moll marcelfmNl, Ml ek' ka.., ea-aearasmrMmelo wA..,m�alwrewnnwwnwc�a.r.rUv ura axaly mm�a. w�ua�r�a euanca�eeaamlr.. �mlM�nampXm nirlMYhomc� NNa�YNI"izie N.i ebnea5:u 1Mm 1meMNs Il yQb 31Onwb.osk29 all sev wE.YnGewnWu�n T1,Fetnelir Terrye.a aaMp free MDN0 12fi]DTOA i05 Colman 1 'do .1.L sce WNs I all auglnBLmyvnem SµyH.2�amviL.Fl34ta6 Fun:9.I1D 5Mu9fad,5IX1gq 110eMryMrDU VnFCNfuk8V5 inc WMEQsey M I]WL']1 V Pepe IU:G15dFg51X301gd1123186cv5nGU T/nFCN1uk0Vsq]r=BMEGtBN2nGvylsl#VLgIUSdIU Se" II60 I 17312 Y1 SI4 ' 594 584 Sed 562 rag= Sale=1:M.2 3 6W 12 12 13 4s5 i 45 2 4 u n ass 4th� s 1 If 10 B 0 ] 6 YA II 4vs= t0= 41 h411 $-0�4 1]3-12 22310 S Bd 1180 S62 LOADING(per) SPACING 2-0-0 CSI. DEFL. in (los) front Ud PLATES GRIP TCL- 20.0 Plate Grip DOL 1.25 T, 0.41 VergLL) -0.03 410 1989 240 W20 2WIW TCDL 10.0 Lumber DOL 1.25 BIC 0.3] Ved1TL) -0.09 BCLL 0.0 Rep Stress lna YES WE 0.34 Hoa(L) OC 8 Ne Ne BCDL 10.0 Code FBC2014fTPI2007 Manor VIS Weight 13216 FT=2D% LUMBER- BRACING - TOPCHORD 2x4 SP No.2 TOPOHORD Sheathed or S2-3 to turtles, except and WrIcale. BOT CHORD 2x4 SP ND.2 BOTCHORD Rigid calling directly applied or 1060 oc bracing. WEBS 2x4 SP No 3MIToo rePoodad Ms that Slablllzers and required corse bmdng be Installed cut buss eredlon,In adco .a v4in Stablllzer I11001,tlde. REACTIONS. (Ib'slxe) 10081/0-5E (mIn.0.1AI,6813110-411 (mllt01-8) Max HOa 10=207(LC 11) Mex Uplift ta-231(LC 12),fi_--232(LC 12) FORCES. (Ib)-Max.Comp.IMex.Ten. All fomes 250(Ib)Or Iaes except v43an shown. TOP CHORD 1-11-111W359,2-11=4039/374,2-12=bTM65,3-12—)91MM,3-13=4911374, 413—8]51361,414=43891341.5-14-1008/328,1-10=-027827,5-6=-8381326 BOTCHORD &9=220942,78=-28&852 WEBS 38=-12&42S24f=--3321]4,1-9=-23180),S7-2481883 NOTE& 1)Undefended mot live loads have been con.shoad for this dslgn. 2)Wind ASCE 7-10;Vult=130ri(&second gust)Vaad=101mph;TCDLd.Opsl;BOOL-SApsl;h=25ft;0=45X;L240;eave7lX;Cal. II;EV C;End.,GCW=0.10;MWFRS(directional)and C-C EMedoR2)0-1-12 to 3-1-12.Intedor(1)31 12 t0 t td$Enlerlor(2)11-6-8 to 14 6A zone;and veNcal left and right e,Fesed;C-C for members and fomes 8 MFRS for reactions shoves;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a IOC pat bottom dad live load nonconcurrent with any other live loads. 4)•This Russ has been designed for a Ilve load of 20.Opst on Me bottom chord In ell areas where a rectangle&60 tall by 2-0-0 Mds wall 111 belween the term chord and any other members. 5)Provide mechanical connection(by others)Of truss to beating plate decade of vdMstancing 1001b uplift at loIfile)metal gldb) 10=231,6=232. LOAD CASES) Standard Qad. Iy4NpnpmMn,and M D NOTEe ON Too 6dasl L NNE AFNMryrelated /S BEfOPFUef pes�etlMl aYYWM I N In.. .. 4vwn Pro k lw m..heldg {Mu IWr .Ifs MAldes legl ry YMI -MIN Itla4( 1emaMrus-ol hcapvarM Xw tlaiJn F1M Mu—.1 a 4P1MB tl11 aww� lest Mdm WtdY � tlentaaw Mlek' era �M4e t 414 u.— uu+eM000r<w ro,oa tlauneMr�aa nM a brtl sae llN ry. . . IM ICL me YSI LNw..Gucar, 69aq auMpCMnVonel WWPvdvFVIBN4 - r-1 u— �9141e.21a K .erm'1,11 111_Al—r d¢VR2RJ14. Tnrye.0..,a Thi ype ty aM1 1RMTOA T06ne" CpMVM 1 II 1job108 Re Gar"(whores) &tlkn9CaryarerL au[ply,JeckmmY4,FI3i2X :a110a Wril ROl]VNi-BIIOe LMy LIMMTYYMSdWR W Wap WYt D.Wh2011 >e99B�1 ID:O151XF951%39)gd1123196a5nDU-MWPIgW VSQyRHWB14XPNwhg011cWM1455O93iFtlIT 1468 1 1529 18-iP10 594 S&4 3&1 38-0 y6= 3WIe=1',93.4 3 6.N FIT 10 4 2 5 i 2 46 4 9 46 B 6 5 a4 11 _ 7,10= 2x4 1 SB4 1468 19-161]i20 594 SBi I ' LOADING(pall SPACING- 2-60 CBI. DEFL. In (lac) Poen Ua PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.]9 Ven(LL) 098 5E >999 240 W20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 VediTL) 019 56 X999 180 BOLL 0.0 ' Had Stress Ina YES WB 0.34 Ho4iTLl 0.01 5 Na Na BCDL 10.0 Code FBC201,V P12007 MaBIx-MS Weight 11211, FT=29% LUMBER- BRACING- TOP CHORD 2x4 SP Not TOP CHORD Sheathed or 43-12 of purlins, except end Winners, BOT CHORD 2x4 SP NotBOTCHORD Rigid telling cledly epplled or 10.08 oc brawlW ESS 2x4 BP Ni MRek recanmentls that Stadllzers and re0ulreal cross bretlng FrInatNletl tluring truss erection,In accoMence With Stadll2er nstellanon guide REACTIONS. QNslre) 8=]44105-8 (ml,0.t-8),5=744/0.9-11 (min,0-18) Max Hors 8-154(LC 10) Men Uplift 8=-182(LC 12),Si 12) FORCES. (Ib)-Max.ComplMen Ten.-All foroes250(Ib)orless exceptearm.hom. TOPDHORD 1-9=-WW78,29828/292,2-1D=636/257,310=-555 ,3-11.535269, 11-12=-555252.4-12=851251,1-8 8892]5,4-S=BAP313 BOTCHORD 6-]=-285153 WEBS 38252,2-6=3521183.14=-15816B2,4-8=-1111,96 NOTES 1)Unbalanced root lies ideals have been considered for this design. 2)Wind:ASCE 7-10;Valli Warph(3-second gust)Venal 01 mph;T6DL=5.0psF,BCDL=50pe1:hi B=45X;L 4n;seven;Cat. Ii EV C;Emil.,GCpi9.18;MW FRS(dlredidat)and O-C ENetlor(2J 0.f-12 to 3-1-12,marror(1)3-i-12 to 118-8,EMedor(2)11-6-8 01468]one;and vertical len mos ei for members and forces 8 MW FRS for..dims shown;Lumber DOL=1.80 plate grip DOL-160 3)Tda truss has been deslgneal for a 100 pal bottom choral live load rlmwncunent Win any other Ilya loads. 4)-This Wss has been designed for a live load of 200psi on the bottom chord in all areas amere a rectangle 380 all by 2-(T0 wide Will fit between the boncm choral and any other members. 5)Provide medlanical wnnecdon(by the.)d buss to bead,plate capable of vdihdeding 100 0 uplift etleing.)except,t=lb) 8=182,`-208. LOAD CASE(S) Standard Q MIIMI/a.Y a alrenpmenMeM1UM..see 110510 NC .IATfx REfE .1,40E.74]]m.I.saefVll .. malt),Wltllw uoz ttly WT TaftekA—I—.`TeAoMy H+ rce—l—pwvm.aNGIwm MM1klrvl dMMp wxn1-11 rut InBay5k1n.6elae r�.IM WM1p tlWn„a uutl verlN lingq'1cWlNoltladOn naanelecatl unu Ywapvale lN[h42nlnbllw overall r� I>tAtlp rL Mn. R«LgkxlkolrM le la gnvenllucWLV a11MtkIrN lMswcDm]/a'chxtlmmMxnr�0wY-Mkikaul lemWWa'A nennmenlb«Ont Mllek' 6tlwary le[Irle0lw hrfiYYalrtl lopeveni c�Algfe Wltr paa[Jn paruN Flay d✓]popMy 6nrer,�. fugenmd prklmce reµar,i✓d X,e a9W Verb Ertl aME. pMgILVL51poX,rleYvay.erecYn uMh oh.IT aN M.,entim1ma1N51/IPII 1r ahCXMb.pM0aq C51 PiWr9Gamglrxrl i,We,FL 13610 fidNy YllmMm qWb M1cm I1rm A11e WMrAe.21e H.Lee Sheet 3riMr31 R.Ik�,xvxkt VPY1311. �10b T. rus yea y nllwau 12WBTW Tre CghhM 1 Job Refererce tiorel BWbYp CgrpMwE 8yf1/.Je[ImMIY.F1:1P1X Rin fiWr312m)Past,'0EkY/aR61)MTN In4uLriat,Me WWNw LB;S6 BRR01)P+pB1 e Ts z5nDU-MLdPIAWVBOyPHW9141fPN1FDVBF1cYiM95Og3zFEjT SBd tt 6d 10-11-0 i9d 6a1 al 56- Sub=1:43.4 3 6OJ 12 0 12 d5 i 4 2 B s5 i y d 0 6 6 22411 45- h10= 'bA 5P4 1M186 16-I1 0 11.4 SPO 548 LOADING fast SPACING- 2-Qq CSI. DEFL. in (lac) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Ven(LL) -0.03 7-8 X808 240 L4i20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Ven(TL) -0.07 7-8 s99B 180 BOLL 0.0Rep Stress tris YES WE 0.37 Hcrz(iL) 0.01 5 We We BGDL 10.0 Code FBC20147PI2007 Matnx-MS Weight:105 lb FT=20% LUMBER- BRACING- TOPCHORD 2 SP Not TOPCHORD Sheathed or 61 of,pui expect end vantage, SOTCHOR , 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. WEBS 21,4 SP No.3 -MiTek mrommerde that Stabili)em and mquired cm2 bracing be installed duNg trusa erection.In accordance vi Sreblllxer Installation race. REACTIONS. (INsiee) 8=88510-5b (min.0-t Ej,5=885di (min.0-1-8) Mail 8=1)0(LC 12) Max Uphill 8=-151(LC 12),5-198(LC 12) FORCES. (Ib)-Max Ran.-All fortes 250(Ib)orless ei Whbn.1mvir. TOP CHORD 1.9-]95227,2-9=41OE41,2-10-48&1813,3-10-4 0121 8,3-11=38]222, 11-1 2-4012 09,H2=48&208,1-8=-812/241,4-5-1 BUT CHORD 67=281552 WEBS 0.6=-142/449,2E 383/199,1-0=114/594 NOTES, 1)Unbalarwed roof live loads have been considered for MIs design. 2)Wird:ASCE 7-10;VWt=130mph(3-second gust Vasd=101 mph;TCDL=5.O,0BCDL=50psf.h=25f1:B�IStt;L=24ft;save=oft:Cat fl;Exp C;End.,GCpI-0.18;MFRS(directional)and 0-G ExterioR2)0-1-12 to 3-1-12,Intebor(t)3-1-1 2 to 116i Extsnor(2)itE B to 1L6-8 mne;and vertical Telt exposci C far members and forces&MFRS for 1eactons shown:Lumber D0L-1.60 plate grip DOL=1.60 3)TNs truss has been designed for a 10.0 pst bottom chord live load nonconcurrenl with any other live loads. 4)-This tensa hes been designed for a live lead of 20opsl on the bottom chord In all areas atter¢a rectangle 3 60 tall by 21 wide *it fit beMeen the bottom dlord end any other members. 5)Provide mechanical connection(by chase)d truss to bearing plate capable of shordiMing 100 to uplift at jolnt(s)except fit-fib) 8=151,5=198. LOAD CASE(S) Standard Q W4Rtl)aYerrly detlenpeemH�ew4aGaNa)EL Py 11MWNa MLLUOEO MIIEI:PEFFFINCE FIaEYF)4Anv.lOWitllS aVaaf e9f wxpr Wtllwuw MYMT INInW mnm:brs,fiCrptlm klwittleMY�r p�anelers Man.mOhlw m MUMM dlQrgcmmWrenl.mr roes syo a eelore sae.mel�uawmeP.ar mwvamy m�a,rl¢wrin rsrwu�r..m�ar�:aa�oPanv lrk�m ae rwmvosop rn weal MHae mrpa. Hwaa lrabmeakmr*awaalMWUNo1xaWM.x mnweuwuaerommameaamiY. 4eaew�al wrapOrm mea roam Mm9g MRek' tWmytregYM111e ittiMllYa✓J loµevenlodtye Mlaaade pemnYllery adggxdy Wn[ge.kn eermtlg betqndpXa BW Pa.CSI6Mtl. loss, .51wa2 ovsnor,r-1nmtl Maclry nr Waw aOa1Nbconemi AHL/Ir GeYIrY C1XMb.098-B9 aIq BCW Wtlnp Genpuwnl e 9tlMBYeumba�,rtd_�. M1ari li�%ale huXMe.RIB N.Iee Sheol.9lle 31 R.Neawgiq.VAY1311. Tenpe.FL x210 a nes ype N Y nnleex 1d]9iW TW Comm 9vq�rlM Gale '. 1 Job Relereme tonal Be1MYq fanpuwM eµpy.JecXacmfW,Fl a'!tY Bun a.11D: t5X1F151%3eetlaZ3198c6nDU31u✓fd3110Gm1tl RSLGnGuee�E3tlb 311 re sa1�pq V 9 19 W Y av9�A1`] ais 1L88 _ 0 &1 510 � sx6- 3ral.=1:Me 10 9 31 6.00FI ya I 1232 13 6 s 294 3 d d 1 28 27 26 25 21 23 22 21 n 19 18 17 16 15 ort 1W e 16P8 LOADING(pap SPACING- 2-0-0 CSI. DEFL. In (loc) VtleX Iltl PLAtE& GRIP TCLL 20.0 Plate Gdp DOL 125 TC 0.28 V.d(LL) the - we QN W20 244180 TCDL 100 Wmber DOL 125 BC 0.9 M.d(TL) the - Ne 999 'LL o.0 ' Rep Stress thcr YES WB 0.01 Hiii -0.00 15 Ills we BCDL 10.0 Code FBC201MP120W McNx-R Weight:1331D FT=2096 LUMBER BRACING TOPCHORD 2x4 SP W.2 TOPCHORD Shammed or 6-0-0 oc Wrllre, except and veM.N. BOTCHORD 2x4 SPNo.2 BOTCHORD Rlgld ceiing directly applied or 10AO do branding.WEBS 2x4 SP No.3 "d'a' --numerical emal StMellinhe aid requiredrass cbracing OTHERS trx t SP ib.installed during truss erection,In accordance with Stabilizer Inslallatlon auto.. REACTIONS. All beamgs 16-7 8. (Ib) Max Hors 28=11 12) Marti All up11X 100 to orless at)oliuld15,20,21,22,23,24,25,26.16,17,16except 28_191(LC 10), 27=-276(LC 12) Max GAv All reactions 250 lb or loss at)o1n1(s)15,19,20,21,22,23,24,25,26,2],18,1],16 except 262]9(LC 12) FORCES. Did-Mev.Comp BMax.Ten. All forces 250(Ib)or less except when shown. TOPGHORD 1-2=2631132 NOTES- 1)Unbalanced tool live loads have been consicered for this deslgn. 2)Wind:ASCE 7-10;Vult=l Sari(3-Seoond gasp Vasd=101 mph;TCDL=S.Opsl;BCOL=5.0ps[h=25X:B�Sg;L-2411;eave=2n;Cal. 11;Elw C;Enc1.,GCpi--0.18;MFRS(Grectiorep And!CC Comer(3)0-1-121031-12,Extedor(2)3-1-12 to 11fi 8,Comel(3)1188 to 14$3 zone;end calked left wxWnd;C C for members and forces 8 MFRS for readlons shown;Lumber DOL=160 pate fide D0L=1.W 3)Tess aesign60 for Wnd loads in the plane of the moss oNy. For studs exposed to wind(Ilolmal to the face),an Stanford Industry Gable End Details a5 applicable,or consult qualified building designer as per ANSVFPI l.Tnes designed for wind loads In the plane d the ones only. For studs exposetl to Wind(normal to me face),an Brunei Industry Gable End Details As applicable,or consult quallfled building designer as per ANSIFPI 17hoss designed for wind loads in me pone of the truss only. For St excend to wind (normal to the face),see Standard mouctry Gable End Goads as applicable,or consult qualified building designer as per ANS['HPI 1.Trun resigned for wind leads In the plane of the truss only. For studs exposed to wind(normal to the face),an Branded industry Gado End Details as applicable,or consult qualified bWlding designer As per ANSVTPI 1. 4)All plates are 2x4 M720 unless otbarwise 1mXWed. 5)Gads requires comnuous bottom chord been, 6)Truss to be fully sheathed from one few or severely brawl against Ia erel movemem(i.e.diagonal web). T)Gale studs spaced at 1-4-0 oc 8)TNS moss has been assigned for a 10.0 par WLem dwN live load nonconcunent with any other live loads. 9)'This thus has been designed for a the,load of 20.0{sf on me bottom chord In NI areas where a rectangle 3 0tall by 2-0-0 wide rating between the bottom chord and any other members. 10)Pri mechanical conandion(by others)of truss W bearing plate capable d withstanding IOD to upiin at lolm(s)15,20,21,22,23, 24,25,26,1 B.17,16 except gide)20=191,2]2]8. LOAD CASE(S) Standard Q res.-i w otr,/wws .F.e McIEe ON has no NCLYdfO MI[x 6FFER1oce..aan env.fetMel56EFOPE UBE oWool, 691pau.t O'.MLtWgdaYBnermrar cw Mrwi. I�N3nlwan.l.ead1 klu li;h]WLa Xt—la1-1-1 a.mpawl9n.a�Bre Bwxaadamwe.enl w.Nlri0 ollmlwaa mmw.o.ral.r mora m.maM:onv.Ftl(i1MxBl.mr>orw ma�.wnmwnra«lria MITek' aawawreRared for elaaXvand to pr.V.mn9lw.wmn�+a r>d�aMwl te+vwaax+lva„r,w..For 9.rwa aaem..r.eo'vrelr,. kdk:albRslurW.. V.rfaMnaM hac49Mlna[2mOMm.wranemMXL/MI OuaIh eMMa.e0ad9 vq BCL eui]^eCa'Mfaeal iIenorpNE. r By.h INam.M wtlkde Yen Inn PIa1a YSMM.RIB N.Ie.SOcar,Sale BIR.PlaerzxLla VAY1311. arrye o nus ype T1f I1W81 1ze]e]on ]10 cafwwxsigpmed daps f Job Relenelwe o tiorel Buplq CmpmM room,IetbylVY4.F19PP58 M :e.110 s1Mfa181ffi Ponr61f O5 Mey 62m]Mrehml3tgbgYgV.wl 1 TIM-e IC61 Ws1 IG.Gf5tlfg51%36)gtlnZ3186cz5n0LLY4TNgPhm131ghbgYqVn]Uo7eGT7W%y_%SeUWZFtljR a58 1&ILO 6-58 I 450--- 56 Sme bell B' e 6.00 FT2 10 32 316 6 11 4 2 3 3 2 Mfi II 14 15 rr In IT 18 3029 2e 27 26 25 24 2s 22 21 2B 19 16 1716 3b I we= 16140 16910 LOApNG(pM) SPACING- 2-00 CSI. DEFL. in floc) Vdeil Utl PLATES GRIP TCLL 20.0 %ate Grip DOL 1.25 TG 0.08 Vini Na - Na 999 MT20 24VI90 TCDL 10.0 Lumber DOL 1.25 BC 0.05 VmtQL) Na - Na 999 BCLL OARep Strom lna YES WE 0.05 Horz(TL) and 16 Na No BCDL 10.0 Code FBCWl,V TPl"7 MatraR WeIgM:991b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP Not TOP GHORO SheMhetl wfi-0-0oc pudire, except antl venticele. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid oGlltg Nrectlyappliwrad l or 1000 oc bng. WEBS 2x4 SP No.3 MTek re ---a uN Stabilize-and regldred deal OTHERS 2x4 SP Ni be Instaletl tlutico Inks erectlon,In accordance with SleMlker Installation be REACTIONS. All bearillps 16-11-0. (lb) Mex Horz30-1238-CII) MaxUplift All fpllft 1001b or less atfolnt(s)16,24,25,26,27,28,22,21,20,19,10 except 30=-156(LC 10), 29=-102(LG 11),I7=4o1(LC 12) Max G. All reaMlons 25016 or less atjolnt(s)30,16,23,24,25,26,27,28.29.22.21,20,19,18,17 FORCES (Ib)-Mar.Camp Mtex.Ten. All tomes 290(Ib)or less except when shown. NOTES 1)Unbalanced root live loads have been considered for Nus design. 2)Will ASCE 7-10;VUHIS0ni(3-second gust)Vastl=1Oral TCDL=5.0ps1;BCDL=S.Opsl;h=25X;Ba151p L=24fq eavii Cat. Ip Exp O;End.,GCpi=0.18;MWFRS(direclional)and C-C Conni 0-1-12 to 31-8,Extra 2)31-81081 Comer(3)85-8 to 11-58 done;e1M vertical aft and right Mimi for members and tomes 8 MW FRS for reactions shown;Wmber DOt_1.eo plate grip WL-1,W 3)Truss designed!for Wind Jostle in the plane of the time only. For studs logical to wird(normal to the lace),see Standard Industry Gape End Details as applicable,or consult qualified building designer as per ANSUTPI LTruss designed for wind loads in the plane olthebussonly. For studs fabricated to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSli 1.1rmas designed for wind loads In the plane of the Ours only. For studs miamod to Wind hoc nal to the lace),see Standard Industry Gable End Carl as applicable,or consul)qua110ed building deagner we per ANSUTPI 1.Tres dealgnetl for wind loads In the plane of the time only. For studs e]ycsed to wind(normal to the lace),sea Standard Industry Gable End Detals es applicable,or consult qualified bulli ln0 designer as par ANSUTPI 1. 4)All planes are 2x4 MT20 unless otherwise indicated 5)Gable requires continuous bomm chord bearing. 6)Truss to be fully sheaNad from one face or securely braced against lateral movement(i.s,clegona web). 7)Gable studs special at 14-0oc. 8)This truss has been designed for a 10.0 psf bottom d'UId INe land notwonwrent wird any oust live loads. 9)-TM1Is truss has been designed fa a live load of 20.Opsf on the bottom chord In all areas where a rectangle 380 tall by 2-0-0 wide wgl fit between the bottom chard and any other members. 10)Promote medtal cmlwetlon(by others)of them W beaNg plate radial of withstanding 100 to uplift at Joining)16,24,25,26,27, 28,22,21,20,19,18 except al 30=156,29=102.17=101. LOAD CASES) Standard �WaaeH6-v.MyaupnparwW.wW aaAO NalesoN]af5 axomctuoEO.,Yx aeframadeveoEW]mm, .Is a. ,Y i ,nim ux o,rywfm MleeAcdrecla:ftfi Y}nCW.wsl anlYWUrI.wrnnalea9wx'm.aghta an MUMM diary—i-nanl.ml Idi I—gilem.Wlom mals naGndria-1rv.N11nu 1111allyofWaa4m,anwfe�x are p�cemy FcnWfaw ma rleLLTn Imo-wad i .rada+wl wacna naxrnxamm�x wwewwrw xu�r,aa..mafwmmamcw w. neuwm wmcammdp �ldare MiTek' haM'uh eaV4'edlas4rGMx>nJ'wwexatic,M4L`PMI,Poa�rr—wnrt N.VaWpWrMWnWe. mass,nar fic.wxex{pcerem assydpf.alw[�.tleNaYean.mand p of blxasx TlM1us xyL b .AN61/An Guallh/CrXNb.pia-aYaM CC51WpNpfgrrymM 9ml 11 Ecol BMtl. I 6y.Ix9lwnrdm uvltlLstlun ins Wile hxRae.21BN.tee SaeeL SIwJ12 A§mrvJM VP22311. Tempe FL x3510 i n1 nes mss rod y T11114Pb5 tze]noA pomlen 1 .,lob Reference y017 o .Dost &lYdngeB'INdp 61{ay,YtVNRAIB,F13Y3Y FUIr.k.11051MratgSI Wjga HpBMBya3o1] Hili IMUAna Me Wvl,Y ]N36a5R01]D ID:G5xIFg51%381gdK3198cz5nD00G11211DBN?%IkROCJMt?tlMB2pv W m6J2ROhU�O Z:4d.8 BSB 1268 16110 1-10 ~----.. 4I0 419 Srb= 9ule=1:'S.5 3 600 FIT 10 k,5 i E 2 4 B 12 DW I &4 II 5 1 I e 4,5= 6 h0— �_ &SB 1611-0 &SB 9u 9 LOADING(pal) SPACING- 2-60 CSI. DEFL. in poc) Iden UJ PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 VeZI-) -0.10 )-8 >999 240 NTM 244/190 TGDL 10.0 Lumber DOL 1.25 BC 0.68 Von -0.25 )-8 >809 180 BOLL 0.0 ' Rep Stress Ina YES WB 0.37 Horz(TL) 0.02 6 We We BCDL 10.0 Cade FBC2014 120(i] Marmil Weight:92 to FT=2085 LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Shouted or GO-0 oc purlins, except and vergcals. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid calling directly applletl or 10A0 co mal WEBS 2x4 SP No.3 MITekr—Mme-1hatStablllmis aM requ8etl cross bre IN be Iretalletl durirg Was erection,In ecmrtlante with Sol insisllatian uitle. REACTIONS. (IWslze) 8�W-5-8 (mi00-1-8),(3�66Y0.5-8 (mip.0.1-8) Mex Hoe B=141(LC 10) Mex Uplift 8-1)5(LC 12),6_--1]5(LG 12) FORCES (Ib)-Max.CompJMax.Ten.-All foreas 250 Ill lass excepivdten shown. TOP CHORD 2-ID—]o92T],310=848294,311=64&294,F11 ]092]) BOTCHORD ]6—204/894,6-)-25)/894 WEBS 3-7=88,2-S-71W76.46=-716f276 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vul1=130mph(3secondgust)Val 01 mph;TCDL=S.OpeC BCDlr50psf;h=25X;BASA;L=241h eava:IX;Cat. II;Em C;Encl.,GCpl-0.18;MW FRS(tllredlorleQ arq C-C Exlerior(2)0.1-1210 3-1-i2,Inretlor(1)3412 to 858,Eldedm(2)6S8Io 1 1-58 zone;and vertical left and right exposed:G-G for members and forces 8 MWFRS for reactions shown;Lumber DOI_160 plate grip DOL=1.80 3)This truss hes been designed for a 10.0 pull Whom dwrd Biro load nonconcurreht arm any other live loads. 4)-This muss has been designed for a fire lead of 20.Opal on the bottom chord In all areas were a rectangle 3-6-0tall by 2-04)vrid. sill 8t between the bottom:fiord and any other members. 5)Provide mechanical connection(by others)of trues to bearing plate capable of withstanding 100 he uplift at folnt(s)except 0WIL) 8=1)5,8=1)5. LOAD CASE(S) Standam �WIa//wa'VWI]j WYpnpianBruBygeEIe XOIEeCH 1W9IMe eCLYOLa Y/Ex aafFNRHLEVA6EW)<ta m.fa0YD169EFOXE UeE IlerJan vulltl lu utt eNY M'11.INIekNccnccim..Mann a"I WYuryn twanelers Yx�wn.arW lata m MM@lol[uMMq cmprenl.rot II�MIBm Before ue.11ncv,rf t tlmidnn mrel veah aFlk�lN.1.m pvanelelmdlNo[¢BY ecu Mow Mw�' TFlotte ovatll Wdrp4nY{ryl eivr Mnleaklo gevanf WCW11l B,MNMM llwwe0y.vM "ho"hoo. .PddlblxB felnMW UM ammrenlMx9q M k• kdvoli leMYetllo uve-ly mtllowe�'ulical[gBMntn�lun�`t+IB1 t4xYU16PIWYlYaun[pe.kn pnx�tln��relegaaryl tl,e kldtalbl[IwapB.tlalNwy.aeca—Hors pMic alnuudea Iase4Xsl/RII vo.GIBIIa.o96aa vgBCe 6BYatpcampBlwll bi PeMM 01+tl. 9tlBlE IlemnopBn aVtXlAB flan 91®'IMe MMe.21a N.L9e3M1ee1.3Jle 31201exmMki VP2RJ11. Terrys.FL YJate o loss ype sora 1ZJRi0P 112 6481E t'J0b Rdereme o floral BMWg OCRPmwntapy".ob[m'aps225e "Ni llnf Yry 6201]Mi4X kWpAM p.[ Wc]W I]N'S8']02J1]Pa el ID:GISxIFgS%301p01S3196cx5n0U-0rrugmlH51058C J3Ls31e5ZDaID�O]OZS2YiepBFeIN 4Hta 289 p bS8 1426 2PSR 23@12 ASB x838 4218 02 110 6S0 609 600s8J YS1E 5461 6115 Pb 16> y N�1&l2 pl-N and l)2 IB 17 18 19 0 B11xe C 10 2 13 21 ass�12 re t � zs 10 2] 5"6= e . 9iftII 2p 55 11 8 31 33 at d II dx 1 II 8 eased 2 3 se 2X6 4.1 J a 4] II II w A 6' 60 SB SB 57 56 55 56 53 52 51 50 40 48 d] dfi IS ]N 210_ 30 3] 145120 4x5- '� I 6x8= N .10= 1411 3x0 94= 4rb= ORS- 10.51 ffi58 F 202-12 136501 363-0 42-SB dL110. U&9 60-0 60-0 860 i0d 2242 1109 6125 2S0 Plebe CIBIK .Y1- [3303003-11135:0-1-120-2-0] 130:02-402-01139:0-2 8 0-1-81 142:0 5-0 0431 102:0-1-12 0 00],[6l:03-4,0-1-101 LOADING(PallSPACING- 2-0O CSL iIn (10c) 9tl66 Uit PLATES GRIP TCI-- 20,0 Plate Grip DOL 1.25 TC 0.55 Ven(LL) 0.19 52 )889 260 MT20 220/180 TOOL 10.0 Lumber DOL 1.25 BC 0.67 Ven(TL) -0.26 52 )999 190 BOLL 0.0Rep Stress Ina YES WE 0.91 HOR(TL) 0.02 3] Ne N1 BOOL 10.0 Code FBC201MPI200] Medx-MS Weight:"" Ift FT= 20% LUMBER- BRACING- TOPCHORD 2x4 SP N0.2 TOPCHORD Sheathetlor42-2acpu011re, exceptenothIicfte. BOT CHORD 2x6 SP No2'ExcepP BOTCHORD Rigid ceiling deadly applied or 5-1-6 oc Owing, 3538:Sada SP Ni 41-43:2x4 SP No.3 WEBS 1 Row al mitlpt 1749,16-62,181 WEBS 2x4 SP No 3'Exci 2 Rows at VC pts 21.44 141:aB SP No.2 JOINTS 1 Brace at Jt(s):63,65,68,70,73,75,76,77,24,20 OTHERS 2x0 SP N.2 Mirex- -.no,Net St-111-re and -go cme0 bradng be irWidl6tl of No,haeefti Ino.,,. wml Stablllxer Inatapetlon Wtle. REACTIONS. (Roses) 61=9046&8 (min.0-1 b),3]=39]/036 (min.0-10),44=22[i8 (min.0-210) Max Harz 61=295(LC 11) Max Uplift 61=62](LC 12),3]_80(LC 12),44=-101](LC 12) Max Gmv 61=981(LC 21),3]=454(LC 22),402201(LC 1) POKES. (Its Max.GOmp.5M3x.Ten.-Alltorces250(lactlessellwpl Whenshow, TOP CHORD 1-2=-1554/138],2-0-1478/1381,3]9=145&1384,3-0=1485/1425.43=-136]/1355, 56=-103)/999,6-7=-902/958,74=945227,& -922/12],410=-925/1028, 10.11=45]11002 1192-_-32fl/509,12-13=25fi/6]8,1310-25U506,1488-235/513, 1580=-211/518.15-16=-222/536,151]-2051532,17-16=2165536,19-19=-216/523, 1581-221/493,2061=-231/068,2621=-260922 21-22=92]/61],22-25=-165/620, 2127=161/568,2]-29=-18N557,2 8-31=-18 915 3],31-33=22&536,3462=29 V61, 8223=-292/34,3543=-384/B,38,2-2-nl 15,2 9n 102 71M. = 32=/1 9 2324=]46914,24-26=-0211308.2&213-731/315,2530=]0]/289,3062=495290, 32-33=65526],3924=357/104 BOT CHORD 6061-420/492,59450-11--11 1310,58-59=1155/1310.5758=1155/1310, 56.5]=1155/1310,55-56=-1155/1310,54-55=656818,5356=55&814 -656/816, 51.52-65&816,50-51=45&1416,09-50=656816,4349=463104,4]28=-413=-46 7404, 26.47=4631006,65-66=3631202,2405=-0fi&404,43-44=21710],4142=(V323. 20-01=286630,3930=-195]/13 WEBS 09-]5-821/1152,]2- 2-1]/113176-1=-128af9,P-]6-38= 1621-]8=481196.5, 2230-17071164,2342=-17fN9,6& 21-23=120NW36 31330=-60191],-0571824, 26, 656fi=299/785,6465=-844/119,6364=2RxZ168243=48058]6294 547/5926, 11-55=28]/462,5-]1=-547561,70-71=7"75,7P7R-53]/551,6649-52]/556 6761=5]1/585,552]=-541/5551-]4=73360,2 7374=-]34181,/18--41 76]2, BO-72=]55994,3430=0[334,3S4d-S6d360.2300=-2]51011,4S]8=213/238 NOTES 1)UMati ncetl rod Ilve loads have been consideretl for We assign. 2)Wind ASCE 7-10;Vdt=130mph(3-second gust)Vmd=101mph:TCD".Opd;BCD1=5Dpd;h=25M1{B=4,SM1;L=24q eavoi Gab. 11;Exp C;End.,GGpIi 8;MW FRS(dre tionap and GO(SScholar s)63101033-10,1ded0r(t)3310 to 22-58,Ed0d0r(2)22-5-8 to 2S S,Idenor(1)351093 to 44-04 wne.cenlllever left exiesed;wd venial 10 and right exposed;pord11011 exposexi for WARNWfi-VMIV ASNBnpe5aua5aaeMRFIO MOIEB OR 110710 NCLWEa 6MIEx REFEMXCE PAeB16]4A5w.f60L]tlI6 BEFOX sada Is �a1sssv9xmeBxlmauyr�IMµwex3 N5oyhx� celnh,ee(xAlc ixlryal[Ie9pn rrxanelrnadr.MW51q ��+nSkdBWh MOIha4ovadl waro mAo -W - r w Ams u m. 1 ��a nn-le,wmeo.ftmooenllR-ro WOW 6Jwati,eyi ]Rv 4xJAY 1tl1 p 1 AI4 -wnrF WnW 5Mn tlenlayef nd yuhlavx SeBnaplre ahn: Pi nm xlrnrvm.ndNwv..+«:nn,a.wM..:wyl of in5sesawmusMr*�1=%eArRvmleuowVCAlwlo.ouasmaBe9l maagrwmuMlr 6pw I BlNy Wamaam.vxltAMehan il5m Xak Yn11Me.218 N.1ee5heal.SIb 314,Nex,rceM1i VRY1314. Tnrye,HLiL 3s6IO 33810 Them I rose I ype 4M6 tPa]aTOA TV MBLE 1 Job Reference""1 o llurlal Btil][p CmpwiY Surely,kcYmmA,F19e256 qun B.11oa AW of A11 X3"q 11D3 WY 6x01]WTek IMWn®.In[ Ws1 IMyy ]m MrOZSe]Pop dial ID:G15sJFgblX3sjgtlnZ0lascz5nDU OMgMH5105�J3fa9feAU6aD)0]OZ54Ti2�Z NOTES 3)Those commit coalwd for wfntl loads in the plerre of the buss only. For istudsrwdf r vend l to s m t(normal ID the face),t.sce StandardFstud Industry Gable End Details as applicable,or consult quadust building designer as per FNSVTPI or It qualed for vtlntl lades In the plane of the PI 1.only. For suds er send loads to Wintl(he plan to ttre face),are Sleonmd Innuslry Gable Entl Dagens as eppllca St or wreull qualified a End tlesleras per ANSVTPI LTmsa tlaeigretl for vd siars par plane of the Imes only. For surds mgio ds g0 ileo(normal b the face),see Standard ex Intlusiry Gable EndDetailsto Me face), e e S,or consul industry atl le En g Details as as per Rd,or co t Tmss designed 0 for Ging designer as parrreolfhe Was only For Muds eemosrtl to vAnd(nonnal lone see Glantlartl Intlusiry Gable End Details es appliraDle.Or cowulfgmlllle0 building designer manage iler etopreI 1. 4)Provide atlacomes 2tel tlrei 0 unifem fti nt water ee.IndiComing, 5)NI bllelaa are 2fo MF20 unless Otferwi9e Indicated. e)Gable sttbs spaced dat esigned oc. 8)Tiss three has been n designed fora 10.0 Far bottom clumOpt IIVe bot hisom chMalIn al ire anyotherIIVe Ire . B)oTM1Isosem M1as been tlesigrred for a live load of 200psf on the bottom clwN In all areas wM1ere a redangla 3-6A fall by 2-0-0 ride will ie between the bosom Glortl and arty oomr membem. g))Graphla mechanicalconnection(by does not etrusstobe w thplatecapableofWpufflnding the Ibupanoforbott)3]emepiafdb)8f=rin rep=10i]. 1D)Gue or the preen repres f the pu does nog tle to an sloe ot IM1e oderantabchicroGer of the purlin dares the fop doers bosom cM1pm.star or al WOIn okof of Me Itu does not the to IM1e aide or the om chased. of IM1e pueln along the lop tion does not depict a sme or thein mpmaenof the does not ng the the sloe or theorm chord. of me Wrlln aarp IM1e lop aMbr bottom choM.Grapnlcal purlin representation lore not tlepict ttre size or the orientation of the thein along the top ardor bottom OM1OM. LORD CME(S) Standard YwTaaM6-ws,sees, bNo]Ea 0e 11a41WWCLYOEO M/Flt aFfEaGM[E Irms Pai—,a6YN,aaefOaEmaE � a nvdWlu is otlY'�Im Mlek®cantcwrs.Rh tlm'gr@l LmstlaYY'hWwnena rt--oiv]zlu mirvAWArf Uatlpq<omme" wl sespose the dldlpdeLgn Bacfgkgcs wave 1.bMvw ow.MR Natl Mpavan[tucMrg o1Y dMffiweDaMla tlmemMrsaYy�YPtltlM Xlam apxerymtllrhdmaieolUb¢Lp 4tlwaa repYeO WsktAXywJWpavarrlcW�'a Mehl apainvYYaryaq PcnalY Wa4b.Fu deaerdhudon— oryorplM MiTek water 1 r.aplaWarnso0hoery.aaealwmn aPNgdhoY.R1.6e[wJmnMrerr6ceeAe3VIRI GIK3rY Cd1�N,e59a9 mdBCH airMgeanqurna 69oa Gerk.Eon eNe. N.lea SPaa1.911e JIR..axMi VPRR311. ierrye,FL 3MrD uI I russwe BT IzneroA ns, Iool3petlL 4 1 Joe Reference(optional) 3W]Yp Cmpwixbu{Fly,k[Ya[mL.Fl9ffi56 no.9.110¢Mr31 WI7RwLaI 10ub1I a2Ul7MTGVW="`y'nM[ Wtl Wy tiaQ6X2a1] Ge ID.GISxIFg51N3819dnZ3198cz5n0U-u2GGI6NecWynMVVd2NIth"R WebIbkHFe9E�E�M 66a 1450 _ 22-59 242-02 100581 3550 4258 b41-0 86-a 800 bOq SP4 2-212 4114 ]AB 258 ' Scar. 192.4 aro FIT iiiN4 II 3+6= 0 8p 24 lt::�4 6@ i 2 �0 }]d] 22 21 20 2T 1B 28 Igg 11712 11 x5 11 a 5= ]Ind Old= 2M 1 3x4 11 4x6_ 98= 2w_ 4x6= 2m II Ol6A 833 8,50 14410 as 2250 1_262-12 3058 355-0 i 42-51 40.11-0. D88 Ss,-11 a79 ]]112 0.0. 14 aO0 sae 2-2-12.119 ]ma 261 Plate 011aets(X,Y)- 11:0-1-02,62-01,(203-12,0-30],113.0,02-0],18:030,62-o1,197-14262-0],(1262-4,02-0].(1302-8 0-191,114:0-24,0-2-0),[20;044 EEge], 11200.1 12.62-141 LOADING(ps,i) SPACING 200 CSI. DEFL. In (Ioc) cider Ud PLATES GRIP TGLL 20.0 Plate Grp DOL 1.25 TC 0.75Velt(LL) 0.1920 24-21 >999 240 W20 AW TCDL 10.0 LMOber DOL 1.25 BC 0.68 VehQL) -0.2919-20 >999 180 BOLL 0.0 Rep Stress lna YES WB 0.92 Hui L) 0.05 11 we we BCDL 10.0 Code FBC20147P120O7 Muthx-MS Weigle:287 Ib ET=207- LUMBER- BRACING- TOPCHORD 2x4 SP No 2 TOPCHORD Shmihelor 48-0¢purlins, except end Ydmmis. BOTCHORD 2x4 SP Nd 2•ExcepP BOTCHORD Rigid ceiling Eirecdy applied or 53-4 oc bracilp. 15-17:2x4 BE No.3,912:NO SP NO.2 WEBS 1Raw a Idpt 816,]-18,519,]99,2-20,3-19 WEBS 2x4 SP No.3'Except' M Ted recommends that Bad Isms and required doss,bracing 1-22:2x8 SP No.2 be Ins-led dumog'oda erection,In accordance with Stablli2er Idisha00n gultle. REACTIONS. Qtbru e) 22=1023x439 (min.(Y1-8),11303'05-8 (min.O1-8),18=203205-8 (min.O2-6) Max Hort 22=-294(LC 10) Mex Uplift 22—6661LC 12).11=-135(LC 12),18=-924(LC 12) Mm G.22=1029(LC 21),11=530(LC 0),18=2032(LC 1) FORCES. (Ib)-M .Comp.Mm.Ten.-Allfomw2W(lb)orksexcepiwdenafwwn. TOP CHORD 123=147411323,223-13 661330,23=-100811058,3-24=439/5]4,4-24=325803, 525=-30&603,7-25=3041504,7-8--0982 9-26-41 N145,9-26-504115, 9-10=-5511165,1-22=-9771003,10-11=-5081162,4-5=-290.588,5-6-2901588 BOT CHORD 21-22-2851",2021=110911260,2027=-725983,192]=-725883,19-28=2831275, 1&28-2 8 32 75,17-18=2801196,15-1E-1,10541,14-15-0860,1314=307N29 WEBS 8-16=699271,41466111358,944=-5801351,10-12=-13&499,16-18=190VIIN, 7-18=948]11051,]-19-73911012,1-21=-990/1148,2-20.3261453,3-20=-50&490, 319=-833921 NOTED 1)Unbalanced root INe leads have been donaidered forthis design. 2)Wind:ASCE 7-10;Vult=l Wmph(3-second gust)Vmd=101mph;TCDI-Soper,,BCDL65.0psl;h=256;B=45ft;L¢lft;ss, ift;Cut. 11;EVC;End.,GCp60.18;MW FRS(drectionaq and G-C Ette0or(2)0-3-10 to 3310.Intedogl)3310V,21-3-14,Elderbr(2) 21314(a237-2,Intedor(1)26-7-2to44-94 one;cantheYdrled central add.11.1 telt and ogleexpmed;porch left exposegGC br membees and'oom 8 MFRS for reactions i m em Wmbar 001=160 plate gop DCI=i 3)provide adequate drainage to prevent water polling. 4)This imm has been designed for a 100 psf bo=om chard Ilve lead noncuncunent with airy other I'we beak. 5)•This Imes has been designed for a Ilve load of 20,Opt on the bo=om chord in all areas where a rectangle 340 N11 by 200 wide will fit beMaen the boftom chord and any other members,x4m BCDL=100m1. 6)Pei mechanical connection(by others)of hues to bearing plate capable of withstanding 100It,uplld at 1olnt(s)except of lb) 22=666,11=135,18324. LOAD CASES) Standard '&sup.-wind,4 Pvu se,..a XOlF8 CM1rM9 INe MCLYOEe MIFEx aEFFFINLE..a W]4A env.IWYNI de, UBa dowel WNla ue-y win.. Rh Wwn abaeOnrlYu*n rw,mxLLrxAown.a[f n ru-Ind.Iullmi mFva,bTR mi mP[Ytiem ealwx ue.IMMMJgd:egoo.`.i ,M,e IXMka1%'dY OIW9nn nor=—l— ornY .1.A&rwi�MOOre overtl �� 'JOIN-ePn8,c IMnalatl e m nmienl WCY1ag o ual1--1,mdla cK¢a memM�wJ lass,-1 tool'or µnnamib«Yp 6WttlI5 rNryledfa 9udllyaul to gewnlmodlur Mlnry.ftgnsrW Y4aYm311Mdmno3e.FYw genntl9ieloP bglM .4pxdw aw spot polcalkrt ern[gre.,MINnY.eeecMn ad dsYp of lnlaes ale M�Mlems viN.NW IM I Oudlly CMxM.OSY-09 ale YC]I 0.rMp CompawM ldalyYWrMllm avdatle kani�Rab PwMlR.Rte N.Lm S1ree1,3xp a12 NemtlM.VRY3J14. T[rrys FL 37-10 Tons rlva ype , n Mee iRATOA TL 1D'y1 Job Pelererce(Roberts) Basic corponM 6µ{1Y.Je[FeunY,FI n,,oa Run-. ear a1 Re1]PAq-811aelYy 8-11 an Mudr .lm We0'Nswy ]dUM1Z NI]P9YY61 all r5nW-MEgesSmxdvepPW]h91u%KlFYIIwcU4ZssOip6MFtl)L ]512 tact-12 2258 1A2-12 33-tri 39- 44.110 YS12 ]8-0 ]-512 5 BJ 588 55-15 6612 Seal 801 3& 2. II 3+6= 6 e0 12 16 20 4n51 ,45% ] 3 am 2 45 9 4rtG 18 21 wIt 10 l 17 16 15 22 La 23 13 24 25 12 n w1 41 are 44- 112].stz tatt.iz 2z.s8 ze.21z 36.&4 36.+< 4411.0 Me bas ]8.0 ] Be sG4 o-se � 2po 5S1z Rate Ot5Hs(XY)-- ILO-1-1202-0114'Q3-062-OL 16'610 Q2-0\ !1348-00-2-12111]42-1202-141 LOADING(psi) SPACING 2-0-0 CSI. " DEEL In (Ix) VdeB VE PLATES SAW TO 200 Plate Odp 0O1 1.25 TO 0.51 Ved(LL) 0.1514-15 .999 240 W20 244/190 TCDL 10.0 Lumbar DOL 1.25 BC 0.59 VedQL) -02814-1s 1999 180 BCU 0.0 ' Rep Slreas Inn YES di 0.74 Horz(TL) 0.04 11 n/a Na BCDL 10.0 Cc, FBC2014?P120D7 Meed Weight 295 lb FT=20'.6 LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Sheathed or 3-114 oc purlins, sxcepl end yetuals. BOTCHORD 20 SP No.2 BOTCHORD Rigid ceiling drecly applied or S&l cc bolding. WEBS 20 SP No.3'Except' WEBS 1Roar al mull ]F13,514,7-14,3-14.2-15 1-1]:2y6 SP No.2 Web Breve:Length(member) 6-2-9(8-13); OTHERS 2x4 SP No.3 1,1791,reoammen is Nat Stabilizer and required Cross bradng accordance installed cannot,buss Ranged,In aprdance with gestAlzer Installation It REACTIONS, (IWsize) 17=1004u0-38 (min 0-18),1320830-58 (min.028),11-1]1/05-6 into.0-18) Mex Hot 1]=294(LC 10) Max Uplift P=616(-C 12),13=-1061(LC 12),11=49(LO 12) Max Grav 1]=1009(10 21).13=210(10 2),11=520(LC 22) FORCES. (Ib)-Max.Comp.114st Ted.-Ali to..250 gic)or less except M.intend. TOP CHORD 1-18-1432/1194,2-16-130.Yi213,2 -90]/909,319=-38G48B,4-19=2]&462, &20-2]1 .]-20=541/465,]-8=-1]51430,8-9=4]9/31,1-1]=-94W]B], a5=-24&476.58-249.1476 BOTCHORD 16-1]-291/358,1518-98&1201,1S22=-565,787,14-22=-55WBT 1423-347/4(12. 13-23-347/482,1324=43^Pe 24-25=8312]S 12-25=-832]8,11-12=W489 WEBS 3-15-548/505,7-13=949011]3,]-10.86]/1049,114=-809/]9],2-15=4661512, 1-16=-74]/1002 0-13-631287,612=-99/1]2&12=-281247,9-11=at]/0 NOTE& 1)Unbalancetl moi live loads have been considered for this design. 2)Wind ASCE]-10;Vult=130mph(!second gust)Vasd=101mph;TCDL=S.Opsf,,BCDL=S.Opst;h=2511;9-15f,L=2411;save-3X;Cat. ll;Exp C;End.,GCp=0.18;MW FRS(drawlonel)and C C Exhadr(2)03-10 to 3-390,Interior(l)3390 to 21514.Exhnior(2) 21-3-14 b 23-]2,Interimt)26-7 2 to 44 9-4 no;can4lever leh eurporm ;end ein ical left and right expeoned;parch left exondreI C-C for members and farces S MW FPS for reactions shown;Lum0er DOL=1.60 pale guild 0011.60 3)Provide adequate dfainage to prevent wager pending, 4)This truss has been designed for a 10.0 of often chord clue lead nmconcunant sign any other lire load s. 5)-This truss has been designed for a lum load of 20.0pef on Me bodom chord In of areas Mom a redengle 3&0 tell by 2O0 face Will nil between the bo8om choul and any ogler members,nith BCDL=10.0tol 6)Provide mechanical romectlon(by others)of truss to beading plate capable of wlth5larding 10011 upm at Idm(s)it except gL-Ib) 1]416,13=1061. LOAD CASE(S) Standard Q WAIIRW6 yoso enparenMavaM RFAd NOIEady..d Ay1dyRd MIIENREFE ..dEW.4 -leIlH016 BEMI . .du I Mie t 5,}:.119 l-duo,uon{ len.aum.a .l.nuldoo pones. mr du nelaxa rµ1 qh ir¢tDIMIc lYN^IOeicn Wanelersad PMxnlYFluulwrrala mBtleYJrIMO Vleovntll iwl'",Hln orrnu.ur:nerll t xIml lRatuammw. oudh mmrrrerdl.d.nY.xuAuldn.ml]odyv.p.mlaramwdceg MRek' a win mW 3l dublmv undl w 1 wIaM?r-p�uoao bleya usoua�. rn e.rind 9luav:.l.wWere .soodlM I tplem6sraWL/IPII WtlN CAMM DYd9aq BCN Nas1q Cmlpwl�Y Tor,11 Sam"" ]dMYlMwmabn tl laleh nt RL XSAA1 .21eN 1�51�19Jb 312N mMkiVPZLi14 i�rq iL 43610 o IlesI Nm Two 1Ri0TOA 215 pool Egxwl 1 1 i11N0YY Job Pelereroe(,at .1 9oJdlp CartpmM eiq[!/,JeokSpmYW,Fl arri NIn:811 1a5"I"s01]Rut' 9 '55"8C6ShlABk MWNIq. WW sor 11 as5 {1301]P 0:GfX0jgdnZ3nDy-IWII 9NDmg0fiukTPmHGom?IF6DV?W2MdjiK S6d 1090 1888 22-58 26.60 41 3268 34]-0 8611-0 Sdd S8f2 5A8 S11-z a -]1 ed-1T &08 84-0 Sfa1e=1:1W1 ass= 8= 6,00 F112 5 6 4x5 i .ss 26 4xa 4 e fixe 6 B 9 3 8 a. 4ss z ID es z4 n a4 II 16 Q fir = 1B 2e 1B 28 I"•'�9ry 86= 4n10= 23 22 21 Is 14 30 th, 13 12 w11 N10= 9k 11 WIC' M= 45= 1411 4.s= 2x4= M "740 "Nis 221'1-B zs s 0 281-12 31 L10 N-11A S84 Sz-02 Sa6 51yz- I' 4." -0� BSI Bad Plate Oflsets(&Y)- 15;0300.2-01 IT0,3-00-2-01.120:06-00341 COMING(PN) SPACING 2-00 CSL DEF(. n got) adedl (M PLATES GRIP TCU_ 20.0 Plate Gno DOL 1.25 TO 0.43 Ven(LL) -0.141314 >M 240 W20 2WIN TCDL 10.0 L"nber DOL 1.25 BG O.fi4 tren(TL) 6.2]12-13 >730 180 BOLL 0.0 ' Rep Stress Ina VES WB O.N Holz(TL) 0.02 12 Na Ne BCDL 10.0 Code FBG20l4 P12007 Wtrl*MS We1ght:29911, FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 406 a pu0lns, except end vertical.. BOTCHORD 2x4 SP No.2'ExcepM BOTCHORD Rigid ceilag directly applied or 6-0-0 oc Wadng. 321,15-17:2x4 SP No.3 WEBS 1 Row at mldpt &16,6-18,4-18,9-14 WEBS 2x4 SP No3 JOINTS t Brace at Jt(s):16 MITek recdmmead,that Stabilizers entl requiretl cmea bredng be Installed dorm V1¢0 erectioq'm acwdance with Stabilizer heralletiangia. . REACTIONS. (Ib/slze) 23=10770&8 (min.016),14=189&038 (min.02-5),12=59WO58 (min.01 6) Max HOG 23—292(LC 10) Max Uplift 23=334(LC 12),14-360(!_C 12),12=-243(LC 12) Max Grev 23=10]](LC 1),14=1963(LC 19),12=622(LC 18) FORCES. (th)-Max.Comp Atex.Ten.-All torte.250(Ib)ml..except Man shown. TOP CHORD 1-24=-1%V556.2 24=-14132/570.23=-197W44,34=-121&581,425—5581450. 525=49W469,7-26=4980456,&26=-551/443.8-9-10&316,9-10-616t 11-9-259/139,423=-1020(423,56=-46&458,6-7-4661456 BOT CHORD 22-23=234/355,320=4W551,18-20=493/1834,19-28=-230'111],1828=-230/111], 12-13-261616 WEBS 2-22=659290,2022=-029/1484,2-20=-881452,3-19=-873S25,4-19-129"l 4, 14-16-1228/285,&16-1244283,9-13=-125154],10-13=-298234,1-22=-3]W1214. 10-12-5]W259,&18=44878,a1fL--9M/3fi0,9-14=-569262 NOTE& t)Unbalanaid root live loads neve been considered for this design, 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph,TCDL=S.Opsf;BCDIS.Opst;h=2511;B=4511;124ft;a vde=Sft;Gal. 11;Exp C;End.,GCO4.18;MW FRS(dlredlonal)and 0 Ededor(2)01-1210 3-1-12,INerlohl)3-112 to 213-14,Extedor(2) 21-314 to 23 7-2,Inamor(1)26 7-2 to 44-a4 zone;end vandal left and tlght exported;C-O for members and lodes 8 MFRS for reaalons arm.;Wmber 001=160 We ml,001-160 3)Protide adequate drainage to prevent water ponding. 4)TNs Imes hes been designed for a 10.0 par bo0an chord live load nomumumem WN ally other live luaus. 5)'This Dose has been designed lora live load of 20.Opst an the bodam chord in all arena Mens,a rectangle 36-0 tall by 2-0-0 wide will fit be seen Na bottom chord and arty other members,with BCDL=trapped. e)PmNtle mechanical connecfion(by others)of tmss,to beefing plata capable of withstanding 10m to uplift m joint(.)except(NIb) 23=334.14=360,12=243. LOM CASE(S) Standard Q waxxxa.V�ray segnpumnv'5meauoxozsa wv zxre4xoxttavao waxaaFa"xca PlDE rzmnr.IDW�IDIs eFiOM uaG .mP1vdlalwuw w41oto XYlek®conwclm.11t WLL�C�YwYvlRxx�Manetmexrvnl.oM slaalraM14Alal d�plrq CdnWianr m1 m8KNmb�1ae Ne.1re LLL'�9d1er must VaINIM a{Gk[tlm of aeLLT Wrm¢Imiatl PeW11v81coiWa6 ME0.lA1Mo11'e ovoid IArA,9d.le am,9 mawd6mr.ev'5atbaoml9 olkd(hetl lnffiw'5bwle/oremra Nlwlm.wW.reawrin twllporwwdv9mlwwm erdlaq M ek' 6dwowre[xledMM8lhadto gevenl Wtgz MlhM!'5Fo1nr✓JkOeY ad P4dlYtlanOe ra9w�wd Pwlou' ra9�t19 X'e dddablsla�e.dtlNay,tvxlbnaW dafrp olMmeiad 6im8wMne u+N,N81/Ipl{pglly CwMb,D6H0uN LCN WYInpeampoilenl ®WVeM F-i 36d ien Sdely NpnWlonoWoln hem l„apob FallMe.418 N.rea le]12IA�o,9M8 VA0Yf 18. p,{133alot0 russ rices ype nnaeem 3e]eiOA it6 gW,SpxYl t JM PBleleme o florist eulplrg L[Tpp,OM S16My,Je[bmWY,FI RR56 flan.9.11031AW 31 R01]Ptlix:B llOe wNwy 6Rm]MTek IMUNIW,IM 1,60 Mar 1]LB:Y'IRROf]Pope l D:GINd 51MIN ILNeerx5d)U JdyPWS0d&KuXapH41AX?pUKZIibLlorrTAWwBUSJ1J SSB 1U)6 16b14 1240 26b6 3250 .S` _ 4b9e 638 S2L S9e 54b2 d60 ]-1 4412 848 640 Swe=,:100.0 6.1, t2 ] 5 6 44• 2e z6 4e 4 e as me c 8 g 5. 'd 2 0 ass. 24 27 AN II n o , ,a Sx1R= 19 � ,6 29 try 6m= B= 23 R1 21 15 14 30 31 13 12 214 II d10= 2M II sell II 4M= a4 II ss= zxa= F— SSe 1678 1( 14 z2L0 F .48 260A 36x2 sa&0 M. 520 sse Sn.z bo$- -0-012 8-214 Bae Plate Onsets(XV)- [5:630.62-01.Fh0-3-00-2-0112Qo60 aa<I LOADING(W SGACINti 200 CSI. DEFL In god) gde8 Ud PIATES [TRIG TCU- 20.0 Plahe Grip DOL 1.25 TO 143 Ven(LL) 0.1413-14 >M 290 4920 244/190 TCDL 10.0 Lumber DOL 1.25 BG O.Ba Vert(TIL) -0.2712-13 a780 180 BOLL 0.0Rep Stress Incr VES WE 0.65 Horz7L) DOS 12 We We BCDL 10O Gore FBC2014?P12007 MCVIx-MS Weight:2991, FT=20°b LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOPCHORD SheaOed or 40-1 l w punlns, except end venkals. BOT CHORD 2x4 SP No.2'ExcspP BOTCHORD RI91d.111,dledlyapplled or 640 oc bracing. 3-21,1519:2x4 SP No.3 WEBS 1Row at midst &16,6-18,418,914 WEBS 2x4 SP No.3 JOINTS i Brace at Jt(s):16 MITek recommends 9mt Stabilizers ar d retpiired codes braclrg be Ireraletl diff hers erecti0n,In aco.o ence Wth SlabIIl2er rated: REACTIONS. (Idaiza) 23=109 4-0 (min.616),14=189310-3-8 (min.0-2-5),12394/0-5-8 (min.0.b8) Mex Horz 23=282(LC it) Mex Upllit 23=334(LC 12),14-357(LC 12),12-243(LC 12) Max G.23=1 W3(LC 1),14-1957(LG 19118) FORCES. (ib)-Max.Comp.Max Ten.-All forces 25)Nb)or less except ft.mown. TOP CHORD 1-24=-1521,549,2-24=-t4uVV582,23-195203$31=-120505]@ 4 25=-567/449, 5 2 -49714Q,]-26=19]/458,8-28-55&442,&9-11=17.9 10=-66I it-27=-259/139,1-23=-101]/422,56-4651456,8-7=-4&9455 BOTCHORD 22-23-239331320-98/538,19-20=-48G1816,1328=22711110,1828=-22]/1110, 12-13-264/617 WEBS 2-22-867&9 22-41&1455,2-20=94466,3-19=858/321,419-126704, 14-18=1222F282,8-16=-123&280,11-12&547,10-13_2972U.1-22=662/1201, 10-12-5]2/260,8-18-929]2,4-18=-9631357,414-5891262 NOTES- 1) OTES1)Unbranded root We loads have been considered for this design. 2)Wind ASCE 7-11k,Vu t=130mph(3-sedond gust)Vxxd=101mph;TCDL=S Ops(BCD"Gpal:h=25ft',B=4Sft;II ease=511;Gat. II;Exp C;End.,GCw=0.18;MWFRS(directional)and C-C ExterionIft 0-1-12 to 3-1-12,Inlebor(t)3-1-12 to 21-26,Extedc(2)21-26 to 23590,Intenor(1)26-5-10 to 44-7-12 zona;end esurea l right expoaed,G C for members and forces 6 MW FRS for reactions slwwn;Lumber DOL-1.80 wale grip DOL=1.80 3)Provide adequate dreinage to prevent water pordlN. 4)This buss has been designed for a 10.0 psi bottom chord III load ndnconcenem Who any cher Ilse loads. 5)'This tMss has been designed for a live load of 20.Opsf On The burnom chord In all areas rfiere a rectangle 3-6ft off by2-60 wicla will I t beMeen the Iwft.drool and am/other members,Mth BCDL=I0.0psi. 6)Provide medlaW6N connection(by cNers)d truss to beating plate capable of withstanding 10D Ib uplift at joints)except gtdb) 23334,14=357,12=243. LOAD CASE(S) Standard Q wIMIwB.VMNewlpnpe'um(wemeaE4o Nora PV 11e6xNO ML[IpaBY/LNBe/G4NL6eMea@1�nm.16O4ZOIssefOaf lM1X Nnxn WN la IxawYY 1,15 M1X IeMa:onrcciws.Btar9{P 6lria-tl1,r Nxrn Pwminlwsxhnwn m]e Iw mYx1IN[IW uWrly mml*Ircn[Iul IMsgood Wlwo wi.Ilp IMIdIp�6�ql musivo0lylM aRAkadlry ol�9pn pwama emaM oPaly bcwpaola llle�LLnnlnlolryi ovmall w4am a�am. aannllaholwafenw�Iwunne,nawLy lnaweo axllw orxxd mamb�mr. P6]nwM lemwxaym]�Immenlbwtnp Mi16k' k atwap Iepleod xx sl[NIINwalo wevaolwNtge Win n'�ae I>eLmlef YJryadwwaMdwl¢gL'.Iu 9... .Ife IegxtlwlM InMkahnilwwpx. uIr.11a-rnl '.eaur of lluiwnmdleu Ssur,IfoJ.1..CIIbM,D5L69aM 6C61WWIn9COIIpalwle 6. Vella EeNBM. adMy I16wmoXm wdlWe Own Bim pole YisXMe-21B N.Lee 3fIre1,SIR31'1NemM�la VP PLM1l4- Tellpe FL 9&10 rise 11ae yp. y it1aBBi1 120]BTM Tti PW agtW 1 Job we" o liorel BWNYq Canpaew8u9Cfy,JaaYamW.Flands nue.e.Ifoa 5a1R01]PMI'efI0a WY62x1]WgUPvgO ,M USally )N.5649R01]P89a1 ID:G15xIFgNX3aNCn2]I96cz5nDU+gWnIUOPry000zsGsuSEMhtic5seM1OkkMFiraFtljl 1S 53 t2 IP]6 I6i14 22d-0 2848 1712 e212 3PS nLe-6 B 3-&n I 5312 598 5112 408��I BU9 6L0 I yq 6 fe Sb=1:89.1 _ 0an 12 8 ) 6 4.. .� 2] 461 B w S®i mm 11 n 5 g a.s o5�= 4x5o mss 2 II B as II 13 1 1a Sa12= 21do W ad [Icy 66= 4ao= L'el 2s zs za n I6 a1 32 Is 14 2W 1 4x10= 2,4 11 aA 11 ave acs- aw n ass= 2Y= e69 5112 laze W 14 2240 26nb 'ffi44 363z na.as 5 6•Stz 6P6 S1Y262-I4 836 PNte OBSHa fXY}. IY.b0i Edgel ():43042-01 19'0.3-042-01 122'o8-0Q341 LOADING(psf) SPACING 2-0-0 CSI. DEFL In (too) Vddl I PLATES GTDP TCU- 20.0 Plate Grip DOL 1.25 TO 0.55 Veit LL) 0.1415-I8 >M 240 W20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Ved(TL) -02]1415 >730 180 BCLL 0.0 ' Rep Slims Ina YES WB 0.84 HOrz(TL) 0.03 14 We No BCDL 10.0 GOod FBCWT1 71`I2)07 Mardi Weigh:301 to F7=213% LUMBER- BRACING- TOPCHORD 2W SP No.2 TOP CHORD Broadhead or 464 oc putlire, exdept end verticals. BOTCHORD 2W SP No.2'Expi BOTGHORD Rigid telling directly applied or 830 at bracing. 5-23,1719:211 SP No.3 WEBS 1Row at midpt 10-18,8-20,11-16,8-20 WEBS 2W SP Na3 JOINTS 1 Brace at Jr(s):18 .IT '-a--.- In- ,Stabilizers and required cross bee ng he Plan. J,Imes erectio ,M accordance Win Slabillxer tdlaaids. REACTIONS. (IWslxe) 25=1073040 (min.04-S),16=1892A}38 (minA2-5),14=5951058 (min.41 8) Max Uplift 25-336 11) Mex 00111125-336(LC 1).IfiE urRILC 12),14-243(LG12)8) Mau Gmv 25=10]3(LC 1),1�199(LC 19),1a=a23(LC 18) FORCES. (Ib)-Max.CwnD.IMex.Ten.-All torts 250(Ib)or less except Wien eMwn. TOP CHORD 3-25=-10181394,2-3=9598/598,2-n=-1484529,4x-19591414,5E=-120&91, e-211=-59/44],)-26=49]14%,&2]-JW/4W.10-27=-55WM0,10-11=111/318, 11-12=86W412,1323-2591139,78=-485453,8-9=-06&453 BOT CHORD 24-25=-20213159,522-871526,21 22-48V1815.21-29-22511109,20-29=225/1109, 14-15=-264/618 WEBS 4-24=-6402S0,22-24=403(1439,4-22=-101/4]2,5-21=855913,6-21=-121005, 16-18=-1222281,1018=-1238/2]8,11-15=-125.x6],1245=-28]234,12-14=-92/26(1 1620=-91RR,11-16-geaf 620=-96W354,3-24=94&1122 NOTE& 1)Unbalanced of live loads have been mnaid ided fir-this carpo. 2)W Ind ASCE 7-10;Vot=130mph(3 second gust)Vard=101mph;TCD1-=5.0pd:BCDL=S Opal;h=2511;8-158;L-2411;eaveSil;Cat. If;Exp C;Encl.,GGp=(L1Q MFRS(drectional)and C-C Eldedor(2)0-1-12 to 1414,Inre0or(1)1-614 to 21-28,Etleda(2)21-2-6 to 23 5-10,Inferlogi)26-5-10 to 44-]-12 zone;add vertical right expoSei C for members and fomes&MFRS for reactions shown;Wmber DOL=1 60 plate grip DOL=1 BO 3)Prowse adequate drainage to prevent water panting. 4)This tares hes been designed for a 10.0 psf bottom chard live load noncmcurrertl with any offer live loads, 5)'This mise hes been designed for a live load of 20.Oarf on the bottom Wool in all areas whose a rectangle 330141 by 2-0-0 aids MII fit between Ifo bottan chord and any otter members,Win BCDL=10.0psf. e)Provide mecn...I connection(by.tilers)of tors to befog plate capable of withsusunfung 100111 ups at Iant(s)except ONAR 25x936,16=356,14=243 ])Graphical purnn representation does not dead the size or the orientation of the pudin along Ne top anchor bottom choM,Grephical pudin representation does Trot depict the size or the orientation of the purlln along the top anchor bottom cbaN.Graphicel pudin representation does not dead the size or the onereation of Ne pudin along Ne IOp anchor bottom chord.GrapNcal pudn representation does not depot the sire or Ne orientation of to purlln slang Me tap anchor bottom chord. LOAD CASES) Standard All NansMa-VMryCvrprparew wWroadi nee OBrses--UBE8M2NAEfEe1BLEP1aEMlinTl m.IdAVNI6 BEfOBEVSE I,,un wsfn In rryranly on ba o us cwaracicrt R6devff r kbatl dry ulxn ruaneon,bcsn,mtlk for m..lwltlxpcan{w,enl rot o Irussystem.aelae ue,IM MWlopderbr¢rmal valty tte q�ILally of tle'k)t gaanelae m]gcgAy F'apomle Tk cryJn bio Rd serun drl�lbu� la waren(Gkxul9 Rlrrnaanr®weoale/or mora memheaorun Aaa1111.mlteml.,n.y mnr*+.norenlnrcYYa Mitek' ge.wneallga.wlnrlo.raa lalaonr+Nrvadg4>edvaonaae.wrP la eralwkebaararm aw x994 Pam table. lavk.riktt slaa2e.0.ivery.aecannadtracxpollnrvesaNMmsyslenc ei[MXL/IPII Dually Cham,8i-09 all aC51 W Wbp Colrpwrare Sally Inlwmo6m mtllKAe M1wn I1rB Rob FeaMe.RIB N.lee51ren1,aIle 01201eua1dM VA22IIE. Terry¢FL alta YPe n4aerz 12a]aiW T, Rmlss$slel 1 1 IJob Reference o Nonan lerl Cmgnna 6af al4a]aonAN.Fl St. flan'..11S..131201]PNx:a'N= a Wy so 17 Mint NquSI.-lm .x04119 ]W 58'M 201] Pope I ID:G15NF9NX381gtlK]19riv5nDUF'f49wgp2geeFNRTUbzTwlyxVHP�gBrOtOFNxFdIH 2-160 5312 16]0 10N12 M40 2648 ' 04 3250 3858 H4F0 F2-108 234 5392 S10d 5164 468 412 6D8 "0 2.4 II Scala=1w.1 M= e= 80012 0 8 4s511 2] 4a63 5 10 �i �3 11 5 g 4xs c = ala 12 zea u 4,51 4 1z RB 3x4 g 13 18 g ;f ea12= RI 28 20 Say 6 25 24 M P 18 31 32 15 14 zN 11 4,10= 24 11 3x4 1 T8= a_ Yd II axs= zx4= z99a Is39z 16]3 1ss1z zzd3 2x48 z6D4 aearz 44.9.s z 103 2s41 5312 s16a 1 s1o4 1 boa -)493 -x1 6x3 Plata 011safs fXVl- 12:DalEtlgal.l):Da-D.o-2a1.iM.b30.ez-O1.Izz:Oa0.o-3<I LOADING dist) SPACING 2-60 CSI. DEFL In (roc) All Lb BUMS GRIP Tea 20.0 Plate Grip DOL1.25 TC O43 Vail 0.14159 2Ml20 16 >9940 244/190 TCDL 10m .0 Luber DOL 1.25 BC 0.64 Vell 027 14 30-15 17180 BGLL 0.0Rep Stress Ina VES WB 0.06 Horz(TL) 0.03 14 We Na BCDL 10.0 Cods FBCMO1 F`12007 I&II FAS Wftlft 3050 FT=2(y LUMBER- BRACING TOPCHORD 2x4 SP Not TOPCHORD ShdWhWor - 7ocpualns, exceplenaveticala. BOT CHORD 2x4 SP No2'ExcepP BOT CHORD Rigid telling d exAlyapplied or all oc forcing. 5-23,17-19:2x4 SP NO.3 WEBS 1 Row of midpf TO 16,1146,820,6-20 WEBS 2x4 SP No.3 JOINTS 1Brace M As):16 MITex recommends IM1aI Stabll and required cross bordng be installed during Imss ereclloIT in accordance Who Stabilizer Instalogon alae. REACTIONS. (IWsize) 25=10 ( 4-0 (min.al3),16=1893/x33 (min.0-2-5),14=59410-58 (min.0-1-8) Max Horx 25=283(LC 11) Mex Uplift 25_330112),18=354(LC 12),14—243(LC 12) Max G.25=1 11).16,1 g5)(LC 19),14=e23(LC 18) FORCES, Qb)-Mex.Comp.IMax.Term-All tones 250(M)or kse except Man shown. TOP CHORD 3-25=-10181411,2-}-150M598,2-4=-14511522,45=-1959]10 53=-1198/588, 6-26=-559447,7-26-496l 32]=499453,1627-549/439,10-11-110/318, 11-12=4183/411,1328=-251139.741=489453.8 9,46V453 BOTCHORD 2425=-182/319,5-22-81/524,21-22-4]4/1810,21-29=-22011099,20-29=220/1099, 14-15-261 WEBS 22-24-392/1432,4-22-10514]4,521=86 11.621=-113203,18-1S=-122128Q 10-18=12382]/,11-15-125/54),12-15=281312134,12-1L-5)1280,11-16=-589282, 10-20-898)0,620=-9531351,4-24=345285,3-24=39811165 NOTES 1)Unbalanced roof live loans have bean..Idered for gals design. 2)Wind ASCE 7-10;Vul1=130mph(3-second gust)Vasd=101 mph;TCDL=SDpsq BCDL=S.Opsf:h=25tt;8-158:L 411;eaye=5ib Cal. 11;Exp C;End.,GCpi418:All(&redicni and GC Extahor(2)0-1-12 to 2-10-id,Inteaor(1)2-10-14 to 21-23,Exletlord2) 21 2310 23-5-10,Intaaor(1)26-5 10 to 44492 zone;end vertical right expoSSOC-C for members and forces 8 MW FRS for reactions shows,Wmben D0t_1.6O pieta grip DOL=1.60 3)Posi de adequate drainage 10 prevent water torching, 4)This truss has bean designed for a 10.0 Mt bottom chord Ilse bed norltoncrumenl ata any Other live loads. 5)-17be truss hags bean designed for a Ilse load of 20.Opsf on the banan chord In ell areas where a rectangle 33-O tall by 2-0-0 Mds will lit belwaen Me MUan col and any other members,w8h Brl=100ps1 6)Provide mechanical comedian(by others)of buss to bearing plate call M arlhstengbg 100 IT uplift at loinds)except Qidb) 25406,16=354,14=243. 7)Graphical Burlin representation does not depict the sire or the orientation of the pilin Wong Me top anon foflan chonI.Graphical Budin representation does not depict the sire or the orientation of the purlln along the tap anon boflom choN.Graphical purlln representation does net depict Me SIM or the orientation d Me purlin along the fop andlor bolfom chord.Graphlcal purlln representation does not depict Me size or the orientation of Me"in along Me and anon hoeom chord. LOAD CASE(S) Standard Q t 4aa'PIO�xeby 41x1]AwwMxa en4PFAe N6)ESON.A.NCLVp®MENWSF/YNfF 1A.I...—sAW. I6 aEPoRE U4E WLT WM brmeNYMm MOMtlDconriecMaS.IMCWJyrhLm.NaYYrV'T Mamelemelrown.mtlalwm Muhvl tul[lxpcanrvrenN neat brulInarynearo .ars�.tt¢ . tleeawrmulfflnd. ylikW#IN ofr earpwanel—. pq¢Nv ncuPorale nttleN,lnnru Fnwxar fid talar.a«HexakaledenprevvenleueNONolnawalorm® +m,llw mora memcer anus a�dllerra lerriwrwma pmrrimenla«rn MTBk ttlwayrnMeC kr rMieymtllogevm4 rotll(ra wllfr�mA4e pm'!+rvx xesyagpgaly6arr[p.(w gxurd Buklu�rw ra�drp Xie My,NMslao,]edelhTensoS—ho I..ollnwnawrelMRMlemi leel.NWMI 1tl O�NNb.I1WMaM aGLWNgConpwwY I.,FL 3aelOMtl. SdMY IrYamoMn wtlY1Me M1wn L�Fek IiuIIMe 213 N.lee Skeet SMe J12 PHxmSh VARRaI m� ype cea tZe»iOP i18 pwi Sp.[hl 1 11 Job R..... o conal BWYg CmP-nW$VF(IY,JBLbLnWY.FI Ra56 Rory I.Yral'AI]RYY'e1i0 nDjCengggHSG6 .Ye UiRar AvbmNIsa01]Ve 429 16]d 8110:44fd 051X3NgEIZ3196ci5nDUICe%B9ggP5G6VHOhJUiReyOAvbs6HUE0gkarpzFJlG 1 16512 22dD 2b<-12640 3250 3}SB 4b49 629 6S0 2D9 3&11 5164 2UI 204 �]-1 4b12 600 6�4A 20= Sore-187.2 9S= 6.N 12 5 g ] 4 5 Seas Sea B 3 4# 10 _ �= .I 10 _ 1 SO W 14 If 2 B f 2 0 II4 2521411 Erb= 4x10= to IN Iz 20 28 'Y] p4= 15 14 37 30 13 12 2010= 5x12= 3A II Bb 455= 46= 128-1 1&512 22- 24-4-128dd28 d 3632 4498 b29 3S0 2-0.9 3911 5104 291 29] .7-1 6294 &88 Plate O6aefs(X)D- t5:O3-00.2-OL 0:0.3-00-20112042-00081124'0600.341 LOADING(psry SPACING 2-00 CBI. DEFL In gaa) Wall Utl PLATES GPoP TCLL 20.0 Plate Grip OOL 1.25 TO 0.61 Ved UL) -0.14 13-14 >99B 240 MT20 244/190 TCDL 10.0 Lunber DOL 1.25 BC 072 Vetl(TL) -0.28 12-13 -722 190 BOLL 0.0 ' Rep Stress lna YES WB 0.92 HorzNL) 0.04 12 We Ne BCDL 10.0 Code FBG2014/TPI200] Matrix-MS WeighC 3W Ib FT 20e6 LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Sheathed or 3l-1¢imillm, except and windcals. BOTCHORD teal SP Na2'E.,r BOT CHORD Rpld ceding Mredryappllea or 6O0 oc bracing. 3-27,2345,1920,15-17:2x4 SP No.3 WEBS 1R.at midpt 4 21.8 16.6 21.9 14 WEBS 2x4 SP No.3 JOINTS 1 Race.1Jt(s):16 M1Tek ream rmnda Net Snabllizers aW reducers crass Macing be Iwmlletl tlunrg Wsa ereaion,In adcordance with Stadllzer Installation mde. REACTIONS. (1951ze) 29=104 4-0 (min.6141),14=1987M M (min.0.2-6).12=554/0S 8 (m1n.0.18) Max Harz 29=254(LC 11) Max Uplift 29-332(LC 12),14=373(LC 12),12-229(1_012) Max G.241049(LC 1),14=2029(1_019),12=591(LC 22) FORCES, (lb)-Mex.Comp A4ax.Ten.-All forces250(Ib)orleas exos talmm shown. TOPCHORD 129=-10171398,194-116&421.230-1182421,2-4-222]048,3 -125b/5 . 631=-524/418,591-461/43],]-32-461/425,632=-519/411,&9-5W329. 0.10=604/384,3-23-- 258/139,22-23-&42], BOT CHORD 324=d7I58323-24=-44201804,22-23=5152026,?2-34=-21811143,21-34=-21611143, 1938=-262/134,18.98-252/134,12-13=441/5]8 WEBS 1-24-521/14]8,2-24-1299505,24-28=-24&134,2-24=-18]032,3-22=-1016/34], 4-22-131053 4-21=-1011V361.14-18=1239279,61f<-12462]6,9-14-126,550, 10-1430]235,10-12=-50&234.8-21=6]1884,9-14�62 NOTES 1)Unbalanced root live loads have been considered for this design. 2)Wide,ASCE 7-10;Vult 1l Wmph S)second glad)Vastl=101 mph;TCDL-5.0psf;BCDL=30psC h=2511;37 5f11 L- 411;eave=5ft;Cat II;Exp C;End.,GGP�.18;MWFRS(dfradiord)and C-C Eideriont?)0-1-12 to 3-1-12,IMedor(l)3-1-12 no 21-2E,Enledor(2)21-2-6 to 23-5-10,Innedor(i)26610 no 44-7-12 ane;end verdcel night eposedC-C for members and forces B MW FRS for reactions shorn;Winder DOL=1.60[Vale gdp DOL-1.60 3)Provide Scrawls,drainage to Prevent water ponding. 4)At plates are 20 MT20 unless othemilse Indlcated. 5)This truss hes been designed for a 100 psi bodom chofd live load nmconcindent with any cher live loads. 6)'This Ir119e has been dedgned for a live load Of 20.Opsf on the boftom chars In all areas emps a rectangle 3-60 fall by 2-0.0 worse will fit behveen the bottom chard and any other members,elth BCDL=10.Opst. 7)Provide mechanical connection(by others)of has to bearing plane depads of withstanding 1001b uplift at loinds)except gt=16) 2932.14=373,12429. LOAD CAERE(S) Standard Q MIIWMOV x4..0^Ymf.r.�legEpalN]E4 Qy]Itl54Me WCLUOEOIMEN gaIFNINLE P4aEMi]4Am.I40.VAI6 eFFO5Ee5E �' �IwMlduse MY�ah MnH®crnrhttbrs.RE CdglktxwrYdYYhAdI Wanelerspwwn,aMkldm MNc4gI GMdy cumlwrwrN.cul dWhg tbJpr.BaiglvMuletlh op�e�i,�i taryl`llrg ole tl MswWl tlavldtlTHnpmSdYy�MyhveY Mm kraydymtllfulmvTwc�nl lv¢Ilg .Wm mcsietl for.Im Ity..pevanlMR6 k' I�Icalbl Ld�e,dNNny,ereclbndd g2Yg olMveiavl N.s Mlemtu#N91/IVII CullyC.XMa,pllV aW eCL BUYM9Cor,pohMnl 860 .20 EM. elMyafor-Ilm...lain Ill S.xhMllda.216N.teecmd..1 fc A§.VA2.nk T.,FL 3]610 Job r m yds fro, y u4m]4 1mATW rzo 11M8navrel Job Reference o Ronal aulNrq taryonetl$Ygi/.ACYsomIIq,F13225a quit 0.110¢1Ma131201]PoN.811pY Wy 6101]Miek lMu9nac,lnc WM Mey1]W M4720f]Veyf ID:G15bF95IM8jgdnZ3195cz5nDUJe112rswz3 W gI0Al5I W AW X2nSjGLdB%u%_EguStlIE 1 SS10 1040 2:4-1 16512 2240 2N1264846 3250 _ 308.8 4b&B SS10 51.N 2A9 3911 S10d 261 20-] 11 IA12 660 SIA 3x0- Scale-117.2 6- BW I1 5 0 ] 31 32 4115 4 0 @� eve 11 B e 3 g 'N1 4v5= BB= 4x5 1 10 00 33 ua V 88 26 31 111 34 I$ 29 28 27 3y4= 16 N 3] 3B 13 12 M10= 6,12= 3H II fief_ 4,6= 4.5= 5510 10]E 1291 16512 224-0 24d-1 26482601 3632 H.BB 5510 St-W 299 3911 5164 861128.] -rtl 86214 666 Plea Oreets(XVI- IS:Q300-2-01 (/:0300.2-0I 1200.2-GOO-81126'0&00.381 LOADING(pat) SPACING- 2-0-0 CSI. DEFL In (bc) II PLATES GRIP 1`011 20.0 Plata Grp DOL 125 TC 0.43 1mhLL) -0.141314 >BBB 240 W20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Ved(1L) -0.2812-13 >722 IN BCLL 0.0Rep Sherr Ivor VES WE 0.92 Horz(R) O.W 12 We Na BCDL 10.0 Code FBCXH4?P12007 Malfix-MS We1gM:30814 Fi=20% LUMINI BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 38-B oc pur ire, except end vortices. BOTCHORD 2xd SP No.2'17,mar BOTCHORD Rigid calling directly applied or 6-6,O oc taming.327,23-25,18-20,15-1 T.2x4 SP NOS WEBS IRWvW.mpt 4-21,8-16,914,6-21 WEBS 2x4 SP N0.3 JOINTS 1 Brace at JI(s)'.16 MiTek recommends that Stadllzers and required cram bradng be installed dung Muss eredbq In axormwa v4M Slabillxer 111etellatlon ul0e. REACTIONS. (IWeize) 29=1049/040 (min.0.18),14=1957N36 (min.0-2-6),12=554/0,5-8 (min.0.1-e) Max Hoe 2M45(LC 11) Max UPIIB 29=335(LC 12),14=370(LC 12).12=229(!_C 12) Max G.29=10,11i 1),14=2029(LC 19),12-591(LO 22) FORCES. Ob)-Mex.Camp/Merz.Ter,-All to.2500b)o1lms inompivAlansboWn. TOP CHORD 1-29=-99&41),1-30=12000445,2-30-1209/445,23=220Y]32,34=-124)/554. 4-31=52W417,5 31-461/436,7-32-4800423,8-32=-519/405,39=-51/327, B-10=603984,11-33=-258/139,5-8=432/420,6-7=-432/426 BOTCHORD 324=-84/823,23-24=-43N1003,22-23-4992018,22-34=213'1141,21-34=-213/1141, 19-36=-20&13,1838-283/134,12-13=241/5)8 WEBS 128=-531/145,2-28=-13]1/511.24-28=-35N1405,2-24-171021,332=9009/333, 4-a=-121943,4-21=-100]/359,14-16=-1231291,516=-124M73,9-13-120155, 10-13=-30723,10-12=-50]235,9-14-589262,8-2485/981 NOTES, 1)Unbalanced mof live loads have been considered for Its design. 2)Wind:ASCE 7-10;VulElXmph(3-second gust)Veat1=101 mph;TCDL=5.0psq RCD15,Op0;n=251t',B=4511;_2411;a om-=N;Cel. ll;EVC;End., MWFRS(diredianal)and C-C Exteror(2)0.1-12 to 3-1-12,Intedor(1)3-1-12 to 21 26,Exlerior(2)21-26 M 23-5-10,In18da(i)25510 to 44-7-12 zona;and vertical right arzpweQC C for members end farces&MW FRS for medians shaWn;Lumbar DOU-lM plate gold DOL-180 3)Provide defame,drelnage to prevent wafer Podding. 4)All plates are 20 W20 unless omerMse Indicated. 5)The Imm In.bean dmigned Iw a 10.0 psf boron choM live load nonco11cu1rem wth any other live loads. 6)'This home nm been designed lora five load of 20.Ops1 on the bottom cMrd In all areae armor a rectanpe 360 tall by 200 W1tle Wit It beMreen the bottom chord an any other members,Mth BCDL=10.OPsf. ])Pmvitle mechanical connection(by others)d truss to bearing plate capable of Withstanding 10014 What M joint(s)except gtdb) 29-X35,14=370,12=229. LOAD CASES) Stahowd noivoI6-Yv4y Cmlawinawave lo.Nsdvon b xNO NCLIlaonYaoB0PFNNE P1W b.>an m.ramNr56EfaXEam. �xxlWptw um aYy'Mn MlekA cmrecWlc.Mcde9{nkMiwY,wYYu�nlwanelers9wwn.nM plw mYUOWAx]lx1[Mq ccmrwml rot Inniystan Belem ur¢.IM pWYIYI tleLyl,m hoof wMry llwggk:dcaly ol�tlPl paareta¢m]pc{aOYY,co1M'ole lla¢c4wnlnlo Me ovndl Wdro�191.as Jplrcltoledhlo pevenllVcplg nlMM}xl nuswenaMlw crxaa manlasaYyim,rvayatlµnmpnl Fx2LJ MiTek' 6tlwary�et6Ye0 knilWlllyaNlopevmicdlet.[e wlm Pas�W na'+Y.✓JMaYub WafvlYhn,�a.Fw'gere,d hv.v g,Mo,ce,epeedp Te khily1 Slwape,tlNNery,aw:YmaW docepd A,smmtl MmmKnu aneAX21/Ip1 O1N.C41W,Omd9aM kLL WIIbgGpnpanenl mW Puke Eum SdNy I111amaXm awKJe fiwn Inn Rale keYkde.210 N.Iea SOeet Slle J12 Nexa,tMa VA22314, ia,rya,it]m10 ue yePly ,a 1111 ]a eNTM Tf, pwy SnvW , N A BIMYr9l:UlGwiwil&{g1/JaAmNM.TIffi2ae {WRBl DGfSA 31 a 00-fMl1'6.110 AY a20JgftG .1. E l;rW 1QmMe dek01]Poel ID:Gi6xIFg51%361gdrrZ3N6cz5n�U-]rNgmB6Y%NaM1MMkE1R1P31ahr6cOMeklmazE08r�d10 6613 1674 1281 a.112 2210 2d 112¢Jd2844 3250 38-58 0998 6813 310.11 2-09 3911 Stbd 20-1 2-0] ]1 f del 698 640 3rg= 3ub=1:8]2 3rte= BW 12 8 ] 31 3z 4xS 4 8 6x3 c ®m o e d, 3 g arts= 10 m m � 3x4 II 22 21 2 818 11 g 253411 Sze 4rt10= 19 � 3rtd 29 28 27 3,4= 1a 14 37 38 13 12 drtta= 6x12= 3[4 Et= 46= 41= 6813 160-8 1281 16512 22-0-0 4126183 3832 448d 8819 310.11 299 3$11 5991 Ol 2tr] ]-1 6244 866 Plate Obsehs MY- 1510300-2-01 P: 3-00-2-01120'0.2-O QQel 124'0-500-3121 LOADING(poi) SPACING- 2-0-0 OR DEFL. In (hoc) VdeB Ud PLATES GRIP Tea 20.0 Plate Gdp DOL 1.25 TC 9.74 Verl(LL) -(I ls14 >999 240 MT20 24W190 TCDL 100 Lumber DOL 1.25 BC on Ved(TQ -0.2812-13 >722 180 BCLL 0.0Rep Stress lna VES WB 0.92 HOR(TQ 0.03 12 Na We BCDL 10.0 Code FBCrXR4RPI2007 Mstrlx-MS Weight:308lb F11'=20'.6 LUMBER- BRACING - TOPCHORD 24 SP No.2 TOPCHORD Sheathed or 354 co purlins, except and radicals. BOTCHCRD 24 SP No.2'Exceo' BOTCHORD Rigid calling cfamot a,11W or 640 as orating. 3-27,23-25.19-20,15-17:2"SP has WEBS 1 R at orni 421,516,6-21,9-14 WEBS 2x4 SP No.3 JOINTS 1 Brace al iq#16 MITek recommends Thal Slablllrers and required!cross bracing be Inalaged during boss erection,In accordance Win SIablllrer Ithe's adon gums. REACTIONS. (INsize) 29=1046/060 (min.0-16),14=19593-3d (min.0-26),12=55310.5-8 (min.Q1 B) Was Harz 29430(10 11) Max Uplift 29-339(LC 12),14-366(LC 12),12=-229(LC 12) Max Dr.29=10411),14=2031(LC 19),12=590(LC 22) FORCES. gb)-Wrc CompMlai Ten.-All lomea 250(Ib)or leas excep[When shown. TOP CHORD 1-29=-934/432,13 -12081459,2-30-1201 2-3-21877M1,3m-124&546, 4-31-52&415,531=4581434,]-32-45]/421,632-517/403,6.9=491329, 9.10=-5991393,1133=-2581139,5-144291423,67=4291423 BOTCHORD 324_—l0I2324-41011]88,2223=--QW008,22-34-211091135,21-34-20&1135, 10-38-28&136,1836=-26&136,12-13=-24a67! WEBS 1-28=WW1413,2-28-1524355,2428=-35&1498,2-24-1M 66.322=-1009/319, 422=-112/]30,421=-1002/355,14-16-123&275,516=-12492]2,9-13=-12(1 10-13-30]Y138,10-12=-50W34,9-14-589/262,521-830980 NOTES 1)Unbalanced roof If.loads here been considered for lois design. 2)Wing ASCE 7-10;VId1=130mph(3-second gut)Vastl=101 mph;TCDL=S.OpW;BCDL=S Opsf;h=25ft;11=4511;1¢411;eave=6ft;CW. II;Exp C;Encl.,GCpi=0.18;MW FRS(drectianal)and C-C Ededii 0-1-12 to 31-12,Inleriar(1)31-12 W 21-26,Exledor(2)21-2-6 to 235-10,Interlor(1)26-5-10 to ad-12 zone,end radical tight expoaed;C-C for members and forces&MFRS for reactions stwwn;Lumber DOL-1.60 plata pa,DOL=1.60 3)Provlde adequate drenags to prevem to,pond8g. 4)All plates are 2x4 MMO unless a herrdse Indicated. 5)This truss has been designed la a 100 pat form chord live load nonconcudenl Who any other Ilve leads, 6)'This Ihu65lvs been designed lora live lead of 20 Op31 on the bottom chord In all areas Where a rectangle 380 tran by 2-0-0 Wde Will fit between the bottom ciwrd and arhy other members,Who BCDL=10.0ps1. 7)Province mechanical connection(by oloers)of truss to bal plate capable of Withstanding 100 to upll11 al loings)except Utdb) 21339,14=366,12=229, LOAD CASE(S) Standard �W4eNW4 VMrytlM9 �m ith.1i antle40NOTEe MTXIa INO WCL UOEO MIIEx NEFEP4NLE IAOE16TdAm.iW15916 BE]OIMUfiE Li'�oakr roi�onrMI1Mt®wnrecld5.lMdeg90 a {xxm,ehers she.a,darw m moats wdn9<omporem.ooh we�mlae aFllo,e�.tr»hwa2mramrd.<nW nru,ymw4ln otum=xmw�a�woc�nv� nade:pamo ma orxal me�w.aw,9 wxm.nmm�ewam l.�worYwaudi�...hawworomdmemmN.N.AWIbrc4ramwrw o+d P.mmwa,Ixma9 Mek' aaw�eraona lw 9mlWa,elo weweol<oluyro Wmpoeno poibrre YWryarxl POPaMdaoo9e. eor9ori<ra pwmKerowdlw Irio raGtoWM np,gn.d+INwv.drKMa'tlhv¢Fgaxrm<¢atl4wryilam.teyiXL/IIn 4wYlV CMMb.ULd9aq 6CLNtlr9Compannl e9ay.M Naiaftl. aawr u4drrwna aworxe a<..lamelva x4Nr..z1e x.raam.a,.saaahz Wo.mem.va II31 . T.,ry..It ax,p T.Type 0 M]B ,RlB1M i]33 qoN Bp[hl Jot Reference(optional) &YRlq CarymeM SyyAy,.IBBxwrvYk,F1322M Pohl',B.Il0a1BYr J,21,]Has B110BM9y 6201]A4Tek lrqu4n..lhhc Wa]WyI]tl138iBA1]POr IGGHO1FgNX ,,dK319&:25nDUcz12_%UVgmX-WCOU91s,]I_Wyt155R8 linen, OIG 6PD 6U0 1P]-0 1Jb1 teSIR PJJL JH JaaBp-0� ffi. 4P0 <-0O 2>b RdB 3P11 S,W PPIPRI 2P1 K12 ~ $B08 6f-0B l Sul.=1:1 356 2[0 113116= FI_2 0 ] 6 32 5 B 10 m 2N II E6= 4 1 g ,f 3411 24 30 22 21 gg a] ,2 zfi 2n "aa- ry = 14= 30 28 28 &411 d1a= ,B ,s 38 38 14 13 4x1.= 2. 11 3x4M1- 018= W= 3x4= 2:4 II Nip= 3x4 II H I >zP>.e �a ei 2 1 I a 1 2z a-azaoa�l �e PlamOHms(%Y)- [60300-2-0],1,03002-01121:0-2-DO081s1250-560481 LOADING(pelf) SPACINfii 2 00 CSL OEFL. In (lac) small Edit PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TO 043 0 LL) 0141415 >999 240 "120 244/190 TCDL 100 Lumber DOL 1.25 RC 074 Veh(TL) D33 29-30 s999 100 BCLL 0C Rep Stress lnm YES WB 096 .z(T) 006 13 Na Na BCDL 100 Code FBC2014?PI200] Matil W"InF31411, FT=2096 LUMBER- BRACING- TOP CHORD 2x4 SP Ni TOP CHORD Sheathed or 3&13 oc puhlns, except end verticals. BOT CHORD 2x4 SP No.2'Exoep' BOT CHORD Rigid calling or"applied or 6-"oc bracrvg. 420,24-26,20-21,16-18:2x4 SP Nei WEBS IRow at mldpt 522,91],1045,]-22 WEBS 2x4 SP No.3 JOINTS 1Brace at Ji 17 MITek rem,lmentls that Stabilizers and required crass bracing De metalled during ImBe erecbn,In emadence with Stabilizer Imindit0n Ida. REACTIONS. dUrpre) 33=104610-4-0 (min.0-16),15=19561036 (min.0-26),13=553/0-56 (min.O13) Mac Hort W=228(LC 11) Mex Uplift X=-344(LC 12),15=359(LC 12),13=-231(LC 12) Max Grey 30=104811),15=2031(LC 19),13=5W(LC 22) FORCE& (Ib)-Mals.ComPlMax Ten.-All forces 250(Ib)orless eerares Tenshman. TOPCHORD 23=-11]0/45 ,31=-21]8014,4-5=42411543,5-32=-521416,832=459/435, 633=-45&/422,9-33=-51 fl1403,9-10-521330,10.11=e0N388,,2-30=-2581139, 84=42&424,]6-29 1424 BOT CHORD 243 2011191,4-25=-001/86],28-2]=6828511425=38]/P4 31.14=14],@029, 2335=-2051112],2235--2051112),203]=1/IW214-23-I-26&13,,1344=-242/5]] WEBS 3-29=-168&540,25-29=-35811685,325=-24111002,4-13=104]/31.1 5-23=-105/]18, 1 -99NV23 15-1]=-123412]1,9-1]=1249860,10-112V 551,11-14=-30]238, 11-13=-5[4/23],10-15.589862,922-]9/9]8,2-30=1122/164,2-29=-256/]60 NOTES 1)Unbalanced me(Ilvt,loads have been oonsidered forite design. 2)Wind:ASCE]-10;Vu1k130rnph(3second gust)Vasd=101mph;TCDLS.Opaf;BCD1-- Ops(h=25h;B=45tl;L2611;esvedlb Cat. II;EV C;Eml.,GCpl=0.18;MFRS(directorial)and C-C 11dedorl2)0-1-12 to 31-12,liedor(1)3-1-12 to 21-26,Ededorl2)2126 to 23-5-10,Mtehm(r)26-5-40 to 44-]-122one:and vemcal right expossi for members and farces 6 MW FRS for machons shOWn;Wmber DOL=,60 pate grip DOL=180 3)Fiords tempi pi dans,to pravem water polling. 4)All plates are 4x5 MT29 unless Blhervnae Indlcated. 5)This thme has been designed tot a 10.0 par berme ch ad!live load noncm¢urrent Win any otter Ilve loads. 6)-This truss has been designed for alive load of 201 on me bpfom chmtl In all press M1ere a rectangle 366 tall by 2-0-0 aids MII fit be seen the bottom chord and any other membWs,Wth BCDL=10.Opsf. 7)Protect,mechanical ecnneetion(by olhem)01 imam to beshrp plate capable of Withstanding 1001b uplift at]drills)except Qidb) 3044,15=359,13=231. LOAD CASE(S) Standard p QWIaXMa-VMy4vlpn FaMlueW PFIO al par has M'a NCLVOFO MIEN PF£EMNCE PIae M31<la as,faID9816 BEFON[Ve! ` Nfgn MkiMwawYV WIn MIekA cervxlcrs lNstle:'gnehxvl wlYulm pnaneiersslwwn.m04lam MN[xM Cultlkgcmmp'rVe.rot Id •■ a-si 6erae lffi,IM dWYn.hodoer tool_r,ir¢q,rAk2iNol himon r h Aman s wJ qc{r,noon rale BMdeibn F,o Illowadl G4ag saeMBbuxcoleJ'klo ryevmt WCYllrp ollMlu,]xl llwweD Wlw r:Ivd melnMrsaYy.AtldMex te pxay.pamruenrb«M NT e k, tdmrc maitre,1a rht all le pevenl Nn4w Wrh hp "W PaµNV duns.¢.rp.erertl 01 rewrlp aw sppa vd..,,.,..ereclbn mdh«Nof.arrd lmumlarcBoe4NWal,arch....and Beat wainal N 904 1Fe.h aMa. MhlrYamBXm mtlMAe 1-llrm ll bYCOMe,210 N.lee Street,sure 312 ManM1VA22t14. 'r, rI 3Y,0 rma rms ype y T1114mn 12B]BTOA T2s PWI6MCY1 Job Reler-, 0 'Orel aJMlnpCmIP010N6y4t/.JeGmmMB,F132RY M:BI0ft Frat A1]%IM B.IIOSMsy 62n1]xMOM IMuprly.be WVIMey 1]W:iB51201]Pe 1 ID:GnSxIFp61X30jgdnZ3198rs5nDU YLipODVR110FDCTpKZb6gNO0eKw.z11USCCArfiIA 4-A5 p33 04� 1281 1SP0 2210 a1J-1 24JB .P4 3260 3&Sd MPB OPS lb-03 IJ8 2-0A Std 06) 1hl 20) ]12 Ii12 &O8 b0A SmM=196.2 36 2x4 II 3x6= 6 to 12 5 6 ] 4x5. a3 34 b S 4 6 08 c 4x5= ms= mL= e 32 40 100 36 2' 22 21 2 B 6 11 6 -0 344 I�6 s•6= dxto= 10 �r14 „ 31 3e 20 28 ab 15 14 39 40 13 12 24 II 4010= 34 II 34= 'db II bd'= 41_ .5= 4A5 032 11D]-- -09 3 d o"I 1 1SP8 R2iD 26-26271A 63A 3 µ0d 'as War3 4 �2RL-1 0)�1 Bd6 Plate ClNets I&Y}- f5:0.3-0 O281 D:03042-OL f2DO2-00-081 (2]4600.2-121 LOADING(psf) SPACING 2A0 CSI. DEFL. In gac) 1Ma11 Vtl PIATFS GRIP TOLL 20.0 PIeR Gtlp DOL 1.25 TC 0.81 V.d(LL) -0.141314 >BB9 240 M120 244/191) TCDL 10.0 Wmbad DOL 1.25 BC 0.)4 Ved(iL) 1.2922-23 s999 180 BOLL 0.0 ' Rep Stress lncr YES WB 0.82 Horz(TL) 0.05 12 We We ..DL 10.0 Code FBC201MTPI200] Matrix-MS Weight:33516 FT 20% LUMBER- BRACING TOP CHORD 2x4 Son No.2 TOPCHORD Sheathed or 3-11-5 oc puGns, except end maicals. BOT CHORD 2x4 SP No.2-Exmpt- BOTCHORD Rigid calling dimety applied or 6-08 oc bmdng. 24-28,23-25,19-20,15-1]:214 SP No.3 WEDS IRow atmitlpt 318,914,621 WEBS 2x4 SP Nc.3 Web Brace:Lenglh(Mended 4-10-11 (3-22);B-]-0(4-21); OTHERS 20 SP No.3 JOINTS i BM09 al Jtpd,27,16 MITek recommend.Mat SNUorers and recti red cross bracing ba idatatled during buss erection,In aaorderae wind Stabilizer Irretallefion guitle. REACTIONS. (t251ze) 31= 40 (min.0-1 e),14=1881N-38 (min.0.28),12=551N-5 e (min.0-18) Max Hors 31=22D(L220(LC 12) Max Liplift 31=112). (LC 12),12=-231(LC 12) Max Dr.31=1047(LC 1),14=2M(LC 18),12B59 22) FORCES. (Ib)-Max.Ccmp.IMax.Tan. All foram 250(Ib)or less except Wtlen shown. TOP CHORD 131=1002442,1-32=7471 ,282=74713 ,2-3=-20]9/648,34=-13491544, 433=-536'406,S33=d5U628,]8d=-05241],834=-516/4IX3,B-8=5ll331. 410=595964,11-35=2581139,52=-0261420,6]=-028/420 BOT CHORD 25-2(-52)255,24-27=4522054,23-W=-29/1834,22-23=-2962188,22-36=2321229, 2-27=-"3&122$1&3B=2941132,1636=-2887.4-22-13=-241676 ,421 WEBS 2-2]=-4421523,3-2]=42228],322=-10]Q28],4100= 307r 4-21=10551364, 14-18=-1233266,618=1252262,41I 2414,551,10-13,1109238,101 X165 38, 614_--590283,621=-]28]8,2-30=115&414,2]32-]2805,130=-463/1155 NOTES 1)Unbalanced roof live loads have been wondered I0r Mo design. 2)Wind:ABBE]-10;Vult=130mph(3-second gust)Vaad=101mpb;TCDL=SOpsl;BCDL=60m[h=252:B=451F1=2411;eavedq Gat. II:Ely C;End.,GGpI-0.18;MFRS(dimodonaq add C-C Exhomf2)0-1-12 to 3412,Imerm,f)31-12 W 212-6,Etledor(2)21-2-6 to 23-5-10,Interior(1)26Sf 0 to 44]-12 zone;and verde l right exposed;C-C for members and forces&MFRS nor directions shown:Wmber DOL=1.80 plate grip D01=1.60 3)Provide adequate drainage M prevent Water ponding. 4)Al planes are 3.4 MT20 unless othshove Inclosed. 5)This Imes has been designed for a 100 psi ho2om chord Jim load nonponcurreve Win any other live loads. 6)'This truss has been designed for a live load 020.0pst on Me b08an chord In an areas Mom a rectangle 330 tell by 28-0 wide MI fit beamed Me Hattan chord add any other members,With BGDL=10.0ps1. T)Provide mechanical donne Mon(by others)of truss to beating plate capable of Withstanding 100 lb uplift aminds)except Qt=1b) 31=349,14=35612231. LOIIDCASE(S) standard Q WIPNNB sone4ednpmNenr4 aFle MOIEe pIn64XO NCLYOEa MTEx eEF9iINCE I4aaW)4Am.i4PY(IIFBEfeaEU.E CWT ter IwuwMuse,M MlakWca 1mnor rull may �Me ,4w dAcn Manrclers Isr, .mdalamOM m firs, npxpM.rot GBdr9dead�Ba1'xl0e'Hcaldetlk opesenl Wc0W,9 oIIMAHi]�Ma�nMtlmaN,diWo18VIPWIM,MbmFaW Ttl OFennucntlM¢xq ewnn�wA=awammmowne.mm aall[TmcwBhPnw480 ronxx3 roxv ride aar>advadd�e. radlrerw�a e�+darerwadBm ne MRek' 1Nxkalknfla�9.delNery,aeclkn a'A dsOpolnrsesaNMes syiemise/JIL/IPII WYN CMMb.DLd9aq BCLNHpConpwrw9 602 ParIUEW Betl. 9lBly IrYamaXm added.Yan idea RabxuBB�le.218 N.1en51ren1.SM312 Ne[axMa VTT1311. Tempe,FL 33810 Taxes mw liraft 6 toy 111. 12fi]BTM TMpgBLE 1JM Relwerce(spurred) gLItlNO consWe tso,x 4tl5pIV1Y.B]2256 Rim.61108.,31.11 FM-61108.5 g 201)MM1k 11EUL1W,B4.W L" �)NIUBdgGP PBp61 ID:GWIF95IX381gGK3196v5aDU 0YZBCNJo088rM2?uH6LDEIV%I¢GIUBOgGxRkrsFd18 1-0td B-108 1 ] 12d-I [4/-0 2118 NLt 2650 b11d 4114 B R-0-0 Y-11$ 5815 2-11-II 341$ verb safe SmIe=188.2 341 g g ) B 9 am 12 31 29 8 a�s 25 45 ad- xx5 1 2 q d a .41 d 5d 0 6 3 'u �= Yid II 15 3, 14 ,� G Ie a6= 4x1o= 11 5 10 i 24 23 22 21 4,10= 34 II 4tH 8-108 1 ] 1281 ti)-) 21dE 2ad9 241-0 4tH 4111 2OA 2-01a Sd 15 21111 3615 Plefe Oleate l%VI- 19:0300.3-0I 120:68062-121 LOADING(Ift SPACING- 2-60 CSI. UEFL. In goc) Vtlell VD PIATES GRIP TCLL 20.0 PI81e G,DOL 1.25 TO 0.79 Ved(LL) 0.12 18 >999 2b MT20 244/190 TOOL 10.0 Wmbar DOL 1.25 BC 0.71 Ved(TL) -0.2815-18 >999 180 BCLL 0.0 ' Rep Stress Rlcr YES Wit 0.83 Hcrz(TL) -0.03 29 Ne Ne BCDL 10.0 Cotle FBC2014/TP12007 Matrix-MS Weight:241 ib FT 20% LUMBER- BRACING TOPCHORD 2x4 BE Ni TOPCHORD Sheathed or 393 os purlins, except and veNcels. BOT CHORD 2x4 SP No.2'Except' BUT CHORD Rigid catling tllnctlyapplied or 108Gccbradni Except: 17-21,16-18,11-13:2x4 SP Noi 6 3-14 ori Wedift,1516 WEBS 2x4 SP Nc.3'Exari 7-11-5 oc bmdW:14-15 990:20 SP No.2 6-0-0 oc bracing:1344. OTHERS 2x4 SP No.3'Exi WEBS Web BWN:Lenglh(member) 6-1-0(4-14); 9-28;2x6 SP No.2 JOINTS 1 Brace at Jt(s):20.26 MITek sournmentls that StabIII2aR dM reW red cubs.Willi be Installed during Imes erection,In accordance with Sul Ii-b elld on auide. REACTIONS. Miss Ho 24=1115%40 (min.6b8),29=1 W&038 (min.O1-8) Max Hoa 24=-2W(L 1 ), Max Uplift0.24=1115(C 8),29=-357(LC 12) Mex Onv 24=1115(LC 1),20=1203(LG 171 FORCES. Qld-Max.Goap.44ax.Ten.-All forces 250(11b)or less except whan shown. TOPCHORD 1-24=-1074/302,1-30=-086/17$2-M-766/179,2-3=-21400807,3d=-154&399, 4-31=-8061P22,531=930235,58-664289.632=-299/107,732-299/1 07, 73=-299/10],8-9=-299407 BOTCHORD 23-24:-262/121,17-20=-8222063,16-1)-793/1958,1S16=-87721)5,15-33-553/1353, 14-33=-55&1353 WEBS 25-28=-394/113q 9-28=394/1134,1-23=27911231.2-23-12141475,44.25=-411/1025, 621452/137,20-23=d3hT57,2-20=5151618,627=-003/170.26-27=4251191 2526=426'193,4-14--9931408,4-15=-143/665,315-9811370 NOTES 1)Wind:ASCE 74P VUIt=180M RS(i re g1nQ V W C-C Exl ri TCOL=5.12 t.BCDL,Jnle ;h=251;12f.2;L-248;gave-08;Cat. toE"Q bd GCfar me;MWFRB Views&re) FR far Enedoss0-192to34-12,Intad0r(pate grip to21d-6 ENedm12)21-4-6 to24 avagne Oor indeafen the larcesf MFRS far raeutlons shown;ember DOL=1.eo plate gnP DOL=18o 2)Truss End Details wlntl loads In the plane of Oe[11159 only. For seesas per A to wintl(normal to me face),see Stallard the plane ry Gale End Delells az applicable,oruonsult g4alllletl tulitling tleslgneraz per ANSIRPI 1.Tmss designed for wind loads In the plena d Illi buss only design tle s per A to.nd(normal to Ma Mce),gine loads Inv IrMuary Gale End Details as applicable,orcolwult quali9edbuilding .),designates ANSWPI Gable End acenined la Mntl loads Iover paneulthe truss only. Fornersexposed I/wino 11.TmM re ig face),see Standard thtlu trypiano of the Entl s oat's az applicable,or exposed to wi d proud Wo the designer Ss per rd I n?PI 1.Tdss designed for wind loads I or consul ale Muss only. For seraperA to wind(normal to 1M1e face),see Standard Industry Gable End Details aappll to prevent fiaNlletl bulitling designer as per ANBI/TPI 1, 3)Pmwda adequate W20 ue to prevent weer ponding. 4)All nstet are 2x4MTzo unleae Nllelvnse Indlgated, 5)Gable studs sbee1or. be el The[ruse nes been dedesignegnetl for a 10 o Pst Oo9om MON live load nonconcurrent wI1M1 any oiler live loatls. Q wA9WIe-xwd4e✓T{wwnWe s�4RGgNOTEe QV 11a54Ma NLLUOEOWIEx aiiENFN[EiA4EW)aArev.la9YNI6 aePoREUSE � Oab1WM11w� xtM <wI16L�a4YUPunMameJnoNrcwiiontl 61aimFdlUv4nlhaOYymm{wwnl.iwl InYNY11.larks.Wthe duldotlwavermur-IN 11n lux Bl�x4Nlry nitlurllpininnu1,1.r ale Teda4an FlatMovexdl wAmpaw.a«Ynrrxweme Pee«1�Ymg of s.wB6.al�nee aam��md m,.,,� m. away lemr�o�V and mm�mnmm MITOk' sawolaepAede,.xbymeawe.'ed<a.vsa wtm po.me perumf IM.y Wd pM+�fY dxa�e. M1x ys1w�i 0��'elepotlly rcn kYvkr4b�Nu{xle,dMwY.x«nm anew of lmeue VaIryL.xnuy I. yA CdIMo.0sea9eM sev wsGFBeonpaMnl , FL Fen gXe. MIy61bn1ypl wyMJe6an alenou kWM4e.21b N.lea s6ee1.s�naalz ara.oma vnzvl4. ?^�^R..a silo toss ype ry T11N0a]0 120]BTM iYIR GBBLE Jab Reterewe(options) NOTE1Crory neM SurprJ.J bomYY,F102256 qux'.0.110¢Gf631251] lgduf10BMry6P01]Z&Z cb86Sl2? KLbl ]W5a5R201]GByBS NOTES IP.GIStlFg51%3BjgtlK996C]5nDU�0Y2&ZWOD861M29uH6LObIT%XZUIUB'JAGR%Fof) 7)-This truss has been deelgnetl lore live load o 20.0ps(on Me bottom chow m all areas where a rectangle 3-6-0 tall by 2-0-0 Wide Will til belwaen the bottom cM1ON and any ober membsrs,Wth BCDL=100psf. 8)Beaming atloint(s)29 considers parallo to grain value using ANSI Pl t angle to grain formula. Building designershould verify a ltyo beard,surface. 9)Pmvide mecMMcal comeolon(by others)of Muss to bearing plate capable of annstanding 1001b uplih atjoings)except fit-b)24=253,29=357, LOAD CASE(S) Standard QWIMNeVwtly Crren pxmnmatl REIO NO]E9 CX]NOINO XKLUOEO IMIE2REFERINCE PIOfY6]BAm.IWW911EKFONf UEE eB�vdld( MY wI�MIIeAR . 1 INSOefllm tl 1. Uxwm.mlBrorm MlWMMhW pom�r.ml o »511ei IW dftll grits—' Irsl Ily ire qy YcrlMlly Iln4 4 1 m]pcpsdYMmlWm1a1g6�rhxlnlolM ovadl rfmre gun W npin<mrneenl w IwMBnD ummtlm ms x u roe � «ar ndrnwa mmwmme��mMm1ro MR@W 6 W.wya ra{i1 a1( ssM,aMI P 1.11.] N N d� �yB r yera'tlyiWaw e1 M.e toesv'KRSIrpe WNxry.cvxv— .. lrq IlnsemlM y[I. /IPI1gI.CTXBM DOa-09 m]aC01WIMrp CwrignBnl BBM FaIL Eu1BME. sm.M lRlpnwM wnxfwR xm, qaq.1.1, 'a sn�t.sNeate ..ax,.vnizala. T.npe.a aastB mm re ape y 1zeaBTw Taut6waTquss nl4mro ' .Job nererellw o liorel Postal W Wj µn Cwtd 6ryTty..NcpOMM,F13RR56 port 5111 DGf5xIn3f a0P ennl8l E,. 6R09 WaW IMWIM.Nc Wtl MM�W a N-SE53D01]P¢WW 1 O:GfSxIFpNX3819tln2318&z5nDC1-U7GA1 vW rnwh94lzFtlje qp fyfo nu a roza ' YY3 513 013160 zR3 -{- 96) }1Y11 Mp &MMTZOHS; Sul,=f:Mls 4R= 6W FIT 5 627 ] 5 ( h101 28 4 4h10 SAM 4P5= 44= she 2 25 Q d a 7 11 O x10 19' 16 15 13 12 Who- 015= &6= y 23 21 410= q� N Die 3y� ? DDB Plate Oftsats(XVI-- 14'03569-0115653 Etlgel R42-12f0-2-01 IB9-04202- 111'6 - Q1-0111d'0.39O all 6638 Edp 1118'Pa- 2-01 LORDING(pall SPApNG- 2-0O CSL DEFL. In (lac) Ytlefl7UdPLATES GRIP TCLL 20.0 Piero Grip DOL 725 TC 0.98 Ve0(LL) 0.431516 >781MRO 244/190TCDL 10.0 Lumber DOL 1.25 BC 094 Vad(TL) -1.0415-16 > 3ERII 187/143O.o ' Rep St.iter VES WB 0.95 Horz(TL) 0.53 8 we BGOL 10.0 Code FBC201MTPI2007 Matrix-MS We1ght:25211 FT=2. LUMBER- BRACING- TOP CHORD 214 SP No.2-Extol TOP CHORD Sheathed. except and verticals. 35:2x4 SP No.1 BOTCHORD Rigid ceiling directly appliel or 2-2-0oc bmdnp. BOTCHORD 214 SP No.2'Exmpt' WEBS 1Row at midpt 5-15,4-15 1719,11-13:2x4 SP No.3,1616:2x8 SP No.2,844:20 SP No.1 JOINTS 1 Bram at it(s):9 WEBS 2x4 SP N0.3'ExcePt' MiTek recommends Mat Slid,II ers as an ulreo cross bred, 2x4 SP No.2,4-14:2x4 SP No.1 be Installed d.Mg truss erection,in accordance M@ Stadium, Inatallatlon uide. REACTIONS. (INslze) 24=1 13594-0 (min.0-13),8=12301033 (ruin.0-114) Mex Hoa 24-222(LC 12) Max Uplift 24=-228(LC 8),e-308((-C 12) Mex arm 24=1131 t),8=105M(LC 18) FORCES. (Ib)-Mex.Cwnp.Rulex.Ten.-MI tortes 250(Ib)or Nas except man shown. TOP CHORD 1-24-1080^2M,1-25-8 173.2-25-d 4173,2-3=-2111/"6,34=1594/357. 4-26-M71/16a526_549&1674.64-282M5.6-27-2828955,727-282&855. 73-10111348 BOT CHORD t7-18=58&1853,1617-791@154,1548=5184422,10-11=-105940,12-13-29193, 8-14=-1477/4625 WEBS 318=457M 17,14-15=329/1298,5-14-8122835,610=-5 OW.4-15-2084/749, 4-16=-2221Y445,,1-2 -914/335,59-1955971,]-0=3622865,4-id=-180G50]q 2-23=-122&065,1-23=-287/1249,1323-441/883,2-18=455/1608 NOTES- 1)Wind ASCE 740;Vult=130mph(3secondgust)Ve m=101ni TCDL=S.Opst:BCDI-5 OpsL 142511;B-)5ft;L281f;ammo f;Cat. If,EVC;End.,GCp1=0.18:MFRS(directional)as C-C Edenor(2)0-1-12 to 3f-12,intedor(1)31-12 tc 21-46,Ededor(2)2145 to 24-7-7 mne;G-G for members and forces&MFRS for reactions shown;Limber DOL=1.60 plate grip DOL=1.80 2)Pmade adequate drainage to prevent water ponding. 3)All plates are MT20 platin untess othemem Moneaso. 4)All plates ars,2x4 MT20 unless othem4se Valuated. 5)TMs boas has been designed for a 100 Pat bodom card live load nonmmunent will any other live loads. 6)'This truss has been designed for a live load of 20.0ps1 on the boom chord In all arees winare a rectangle 360 tall by 2-0-0wide MII N belwsen th Lofton chord as any other members,Win BCDL=10.opsf. 7)Provide medanicel commotion(by others)of(ruse to bearing plate capable of Wahadea'1ng 10010 un dt at joint(.)except gt=ib) 24128,8=306. 8)AM.roan docked for 1/360 deflection. LOAD CASE(S) Standard Q MIIINMa.V yN4arrpwaryly¢wpaFAa NO1E.aNia6M'ON.1IIWO IYIEI[aERNXCE PoAEBi]lAm./pp3M1/E6E£OIIEV.E �• Ow0on ]Iw ws only hMneAw cwn¢c1'35..cefPr k bled rico,upenpe¢on.I_Lwwnwl S in, MM9pl WMPp rnno—nt rot fin[¢yLam.P¢Iwa�.IM ditBp debxw m,sl-a,Ina"',ra ly or',H pa—.our parer,nourtuwMo ME r�Bdn IMo me.1 MAdrom4en. N«A,9h]caletlNmvanmle.nmmtm4ua ll.mrreoar.f]w aiwa men,l.>ea wr.rmEwrn remprvo.Ymeleenwentna+c MRek' adwgSregYWn, ea'na, gbgevenlcd[pnx1N pmww.rvf 04ryw1WgcnYd+nrp9, rwµgtlppaice repaQp Ae Ioosty, brt Wiginvus ery,we.P.Inna of MremPsawtmMuuce..—/ilvuvaBNC,IMq.WH9aq aCA BUIkNipaanq¢m4 ,'L Ee IBMtl. BwMy MtwmaXcn wyWeYan Mvflde MMule.216 N.lee slreeL eJM 31 R.PlerwdHi VP Y1]I4. �_Terry,FL 3M10 olaws lifte n NGe» iRMTOA T25 ROOF ifl196 Job Ralararce(optional)lna BnINYq Gprryneia Suk{I/.Ida9pnAM,F13YtY puri.silos tWf3l Al]Pml'B11na 1MYY 1]Igiek lNWnre.Me WBE �spe Ip:G15xIFg51%38jgaK3196c25nODywgxl ExJKOPg41GOyi8DI0�gvl'J�amMe�iRae�'Ym]FCj] a an Boa Ora _ azz ssa 4n sea soma awlz nlr2als, sol.=c]Be axe= 6W 12 6 ]2] S r m 0 i A 5 to- Ne6]x 4w5- ]*a= 5x12= 2 3 25 q_ J, 6 ' 1a 8U4 11 6 p ]x1D= 46- 14 13 gst0= y6= 24 2B 23 22 4.10= Bao iia 't'I za zT-+--" struts Plate Cf MsMYI-- 11'03003-OL 15'03-1430L 16'D5-3 EOgel 16' - 20-2-011990-120 - 112'D2W 0.1-011180.3-B 03Alf '638 EG 119'036031 LOADING(psf) SPAGNG 200 C51. DEFL. ren gmJ Vtle6 Utl PlgTES GRIP TCLL 20.0 Plate Gbp DOL 1.25 TC 0.71 Ven(LL) 0.4116-1] x022 240 MT20 24V190 TCDL 10.0 Trader DOL 1.25 BC 0.91 Ven(TL) -1.0016-1] x3311 180 MF20H5 18]/149 BOLL 0.0 ' Rep Stress lrwr YES WE 0.95 Horz(iL) 0.52 9 Na Na BCDL 10.0 GOee FBG2014/iP120W McNx-MS WeIgM:259¢ FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2-Except' TOPGHORD Sheathed or 2-2-0m pumn, except all venture. 46:2x4SPSS SOTCHORD Rgid welling dredy apoletl or 2-20m bradng, BOT CHORD 2x4 SP No.2-EwspY WEBS 1ROw at mitlpe 124,8-16.616,223 322,1820.12-14:2x4 SP No.3,l l-1T.2xB SP No.2 JOINTS 1 Boca at Jthey 10 9-15:2x4 SP Ni MITek recammmtla drat SIr011izen m0 requbetl ansa bracing WEBS 2x4 SP No.3'EuapC be Insidletl tlutlng trues eredbq In accomance wiB1 Sodlimr 816,9-13.8-10.8-10:2%4 SP No.2,5-15:2x4 SP Ni Inatdletlon ultle. REACTIONS. (lbsirs) 24=1192/0d-0 (min.0 16),9=122&038 (min.0.1-14) Wax Hort 24=1 WILD 12) Was Uplift 24=255(LC 0),8=-tri 12) Max Gov 24=1149(LC 18),9=1599(LC 10) FORCES. f1b)-Max.COmlJM6x Ten. Allfor 2W(lb)orlaaaexceptwhensf m. TOPCHORD 1-24=-IOnMl1,1-25=802/180,2-25m21W,2-3=-17IY467,34=1775/463, 4-51553/355,5-26=561&1862,6-26=-553]p6]3,6]=-284&855,]-2]=2845/055, 0-27=-28451855,8-&-101N349 BOT CHORD 1849=614/1n6,1Z10=69N190$16-1]=50&1410,11-12=-101/330,13-14=paved. 104S=-14n14658 WEBS 1546=32]/130],6-15=0102958,9-11=56/4]5,516=20IW36.5.17=233re93 4-1]=-]93209.6-10=-19]IV6]1,8-10=862/288$5T5=1 6 0 61511 4,2-23=-1255(48], i-23=8]0/1216,1823=-427/899,2-19-3991130,4-19=49]22 NOTES- 1)Untoo.e l roof live brad neva them wnsl0eretl for this design. 2)Wird ASCE 7-10;Vult=130mph(3-SemnG gust)Vawdi 01 mph;TCDL=5.0psp BGDLd.OPst;h=25th 8=4511;(-280;aw"Ift;Gat. II;EV C;End.,GGpi=0.18:MWFRS(dredimal)a JC-C EWetlor(2)01-121031-12,Inlelior(1)3-112 to 21-48,Exterlor(2)21-48 to 24]-]mni C for members and forces 8 MFRS for reactions shown;Lumoor DOL-1.50 plate grip DOL--I.60 3)Provide atlequate drainage to prevent water Wattling. 4)All plates are MT20 plates ualeea otherwise ImIlcate0. 5)All plates are 2x4 MT20 unless otirewnae inali 6)TMs truss has been desgnetl for a 10.0 Pal h0hmn chord live load lroflCOrldurreM with any other live Irma, T)'This muss has been designed for a live load of 20.Opsf on the bottom droll In all amas where a recengie 3-64)fall by 2-0-0wide will fit between the Pon.third mtl any other members,with BCDL=10.Op3f. 8)Pmvlde mechanical connection(by otters)of tinea to bearing plate Capable of withstanding 100 m uplift at joint(s)saddle gedb) 24=255,9-A01. 9)Atli.room clxakad tar 1/360 Oelledion. LOAD CASES) Standard QWaRIMe-Vw Xy/vbn 91Iw11�Y=M4waaa XOIFF aMIaRxNp wdLVDEe MI1Ex aERPIHCa PIel16141a m.fa�ial69afpgE l/4E LHWr M]Ia rse aYVHIhiMI9R cerypcMa.Rh0.pre MMaaY W-wr Womelers9nwn.mtlelw m kMtlxl dldp cm�lwnl rot 1116 ay61eni aelwa ua p¢WRptleYa¢r mill veMy Me gpgCWlly olWW.xrpwarrelcsad M pgalYMagvae Mk Y�An' olMovear aarnpmrpn. N nelne�:aleaeroweYanle.rrMreola.xnatolm®..w.:,elw�rolamemx oM'.oeaaotemwlmaamlmmelnelwAv MRek' adwayi le0ome' oft" lo .nlmirr wllhpovlAe pcwlvx x,pY aY1WWw1Y ,RW. fwgznay9 aIeawapM ILL F'.alMt nwlpa.tlelNay creel-.11p Its H, I.I. lame paWel/Ia80uaaM CBIwb,DY 09YYBQIMtln9�anWwM Goot 11 FWaM. Brily Mlgmgkn mni4xe awn 1�F1pa IMryule.2la N lee Slrtiel.5u1b312 Ne✓a✓1i3 VPR2314. Tang,FL 3%1p lows S yp0 Y 1ze]aTM T25 RpOFTRUSS ii "I"Not1 Jab Reference o tonal BWlnp Coons.efu>A',JgckfomYla,FI9a256 IMo ID:GSxIFg61%38jg1rS1Y5naDU] I-W"V'OFlO.—K1 0FW3ema]UBflAc'Jry' X]IZppZ�� 'dO �-as 1x1 I3A Ba nu m�a 4]e zo4 ua au.0 ]n141AT20l soh-I:]o.8 4m= aPo 8 725 e yy 7x10 i 2Z- ones Iw� 6Se2 326 B17 N 20 1x10= ..'56= 14 13 Yt0- art- a q 22 .0= me" 111.x 21Ja SoSL9 4]a 69 PNN OtsMs Y-- 5:0.3-10-30 6:06 Etl a 50.212024) :66120.20 1202-0010 15.0380-3E 120.38 E] 19.03 EE e LOMNG(psi) SPACING- 2-0.0 C81. DEFL. In (loc) (Mat UC PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.70 Ved(LL) -0.4016-1] a831 240 MT20 244190 TCDL 100 Lumber DOL 1.25 BC 0.91 V.mTL) 09916-17 X338 160 W20HS 187/143 BCLL On Rep Stress lncr YES WB 0.95 HOIz(TL) 0,52 9 n/a Na BCDL 10.0 Code FBC2014?PIf0S7 Mean,MS WelgM:2135 to 7=20% LUMBER- BRACING- TOPCHORD 2x4 SP Nn2'Excom' TOPOHORD Smoothed or 218 oc purlins except and vedicals. 48:2x1 SP S6 BOTGHORD Rigid doom,directly appllet or 5-1-0oc leasing. BOT CHORD 2x4 SP No.2'ExcepP WEBS 1Row at Inapt 1-24,616,5462-23 3-22,1620,12-14:2x4 SP No.3,11-17:SAS SP No.2 JOINTS 1 Brace of Jt(.):10 9-15:2x4 SP Nal MiTac resommers that Stablllosrs and required cross bradng WEBS 2x4 SP No.3'ExcepP ningtelledduNg truss erection,In armrtlence with Sfablllmr 8-18,9-13,6-10,0-10:2x4 SP No 2,5-13 2x4 SP No.1 _Instellado0 0uits. REACTIONS. ftWmm) 24=1 13210-4-0 (min.0-1-8),9=12291 (min.O1-14) Max Hort 24=170)LC 12) Max Uplift 24=275(LG 8),9=-294(LC 12) Max God,24=11 KILL 18),9=1594(LC 10) FORCES, (ID)-Max.GompJMax.Ten.-All foo es 250(Ib)or Was except When shown. TOP CHORD t-24=-10]8/321,1-25=]34172,2-25=]341]2,23=-15401415,3-26=1541/412, 426=-1541/412,4-5=-1522549,5-27=5591t(641.6-2 =55160652,6-7=2836/846, ]-29=-203811045,a-20=-203&8470 16- 013946 BOT CHORD 1354 19= 2015541]-18=80&1703,3,101]=492/1398,11-12a O0V329,13-14=-281/88, 11 --31&44541 WEBS 15516--31 6 61811296,10-19]952941,9-11-5514]3,518=2WM124,.21=-2321314 1-17=829230 6-10=-1962/682,8-10=852/2872,595=958&5695,2-23=-1210/47], 1-23=2]&11]4,1623=-391/1325,2-18=382/1200,419=2W1 NOTES 1)Unbalanowd tori I'we II bows bsen mosidered for this design. 2)Win:ASCE 7-16;VIA1=130mph(3-eea]na gust)Vasa=101 most;TGUL=5 Opsf;BCObS.Opal;h=2511:B�M1;Lim t eewa41ft Cat. 11;Exp C;End.,GCpi=0.18;MWFRS(dlrec0onal)an 0 Exletlorl2)0-i-12103-1-12,Inumor(1)31-12 to 21-46,Exwflor(2)21-46 to 2447 zonAC C for members and tortes&MFRS for reac0on;shown;Lumber DOL-1.60 plate grip DOU1.60 3)ProvMe adequam modus a to prevent water poring. 4)All plates are MT20 plates imaxis otherwise inidnsd. 5)All plead are 2x4 MT20 unless otherwise'mdicated. 6)This truss has been designed for a 10.0 psf botlwn chord live load rwnconcunent wf o of other live loads. 7)'This INss hes been designed fora live[had of 200paf on Bre bomon chord In all areas where a rectangle 388 tall by 2-00 Wide will fit between the bottom choM an any other members,with BCDL=16.opsf. 8)Provide mechanical connection(by comm)of buss to bearnp plate cspode of vAhsturchng 100 lb uplift at lomns)except(Jidb) 24=275.9=294. 9)Alk m«n ehaexad for 41366 denesdiI LOAD CASES) Standard Q whoa e-YM6'Cwlpn PvinM1x-I..some PY]NN 1.HCterEr tllEN aUEa4NCE aIe5a6]m m'.IaOYIDIs aFFORYbE. CaA�Wp Ia YawiyMt N1e4®cmmcMrs.RR tleLLT kOaa]wYYyl^n rvanalela Mowll.agb Mm MIKPId IxM91y cm!�ewnl rot Inn e W leen.Be1wa Im.Ma[uYUlp de9gwe mu:l vrlly Me oITAIcatNh of dx9al rbrll,eieli ad CYrPodY don 'a I's t�pCn Inf o Ire ovelal 6�r�w�rys,%JIIetl Wil[4111 MIYON10 a%ore's ani LucNNol a!QvL9d lnnweDud/w tivxa memCn day.MMndJ lem0.^eWag0.elttnl lnshlp Mew (RvtdM.[MwrY.deM'xlY.cspm[M M¢Ier 111ne ftoxr 1wl.�F11,1..xS,W.l PoY. lw 6eelad Wd�lee eeWQ911w ryLen,i ree111L/Ml Wxih6wNW M662ar BC51 BUWNp Caellyexnl BPo4 VewaEW aM. MMylMneoxon en*YRia nwn aw Flora YianMe.>Ia N.tee Spee[SIXe SI2.NexrngMi VR22J14. Te,rys,FL S61n on iT. . Am llla4a I YaniM ixi FMFTPV66 1 'JOD Rekreroe o Genal BUW1xp LaryDMI06LgIy,Ja[FmmIW,FIYlY Mn B I1Ds law 31 Ali 861'.a 1f0e May 62014 F1TeF I1pWIIb Ix.WM F4y 1]O3'G RM2/01]Pa0e 1 IO:G15tlFg51%30jgtlK3196cz5nDUNVM41GZBc0nPKlrygglWwaSMVle9ztRMq%ICIXUFEyI 600 IOiB 1 Ihi131i103 21{fi Yµ1 Zi R2L 600 0.]9 IbOB 1712 1Ad see 21-1 o,ve ; v 704 hint ; fiend-1]0.0 6W tz 477 6 ]20 0 ]x0 2]' Us tas 8,10 5 II 1 2 A25 20 Bn l^ as Iral 1. c ID= av5= 14 13 qw= 2a6= za A A zx a.10= 6O0 10]d 1281 14313151 3 Yµ1 'N ] RYO 600 1-1d Yd0 1-]AY 466 568 Y-11-11 380 Plate Oftsas V - 07754]0-30 5:65-00-30 6:Q53E a 09212620 8:0012020 12.02661-0 15.03603 1].033E 19.0.3 Etl e LOADING(ped SPACING 2-0-0 CSI. DEFL. In (Loc) Vtlefl VE PLATES GRIP TCLL 20.0 Plate amp DOL 1.25 TC O.W Ved(LL) -0.41151] >911 240 MT20 24W190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Ve0HL) -1.01151] >330 180 MT20HS 18]/143 BOLL 0.0 ' Rep&.lncr VES WB 0.86 Hoc,(TL) 0.54 9 We We BCDL 10.0 Coale FBC2014RPI2007 Manz,MS Weight 271 lb FT=20X LUMBER- BRACINO- TOPCHORD 2x6 SP Noy'EacepP TOPCHORD SheaOed, mail and atiirals. 443:2x4 SP N0,1 BOTCHORD Rigid telling dilmody applied or 2-2-0 cc placing. BOTCHORD 2x4 SP No.2'Exoopt' WEBS 1Row at midst 1-24.616.546,2-23 3-22,1520,12-14:2x4 SP N,3,11 IT 2x8 SP No.2 JOINTS t Brace at Jbs)'.10 9-15:2x4 SP No.1 MTek reccmmem is that Shch izels and nequlnetl cross Mating WEBS 2x6 SP No.3'ExcepP De inslNletl dung pass erection,In accoMance with Stabilizer 8-16,9-13,8-10,8-10:2x4 SP No.2,5-15:2x4 SP No.t Ir6tellakon wide. REACTIONS. gthaze) 24=1132/040 (min.0-13),9=1229/036 (min.0-1-14) Max Hoc,24=145(LC 12) Max UpIN 24=-287(LC 8),9=287(LC 12) Max Gree 24=1155(LC 18),?_1589(LC 18) FORCES. (Ib)-Max.CompMlex.Ten.-All forces 2500b)or was except whain.lyes. TOP CHORD 1-24=107&331,1-2ri n/185,2-25=677/165,2-3=1361/376,326=-136513]5, 426-:182/]5,a 5=-ta8N335,5-27=5508/11300,627=54321611,6 7=28011029, 7-28=20011829,52S:cM11829,8-9=10(2340 BOT CHORD 1519=47]11399,1]-18=-537/1534,16-17=484/1390,11-12=101C3d6,1394=287/89, 10-15=942]/45]6 WEBS 15-16=30V1273,615=-]]22892,911=-%460,5-18=20113912,s17=2181899, 4 17 548 .6-10=-1991/646,8-10=b35@83Q 5-15::-1541V5014.2-23::-1185/469. t-23=2nll 140.19-23=355/759,2-19=330/1093 NOTES- 1)Wind:ASCE 7-10;VWt=lWMph(3-secant gust)Vast=101mph;TCD1r5.0p.11 BCDL=&Op 1,h=251t:B=15tt;L= ffl;save=48;Cat. II;Exp C;End.,GCp=0.18;MW FRS(directional)and GC Externor(2)0-1-12 to 3-1-12,Intenor(1)3-1-1210214-6,Extenor(2)21 4 6 to 2474 zone;C-C for membem entl imwe&MFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)Provide adequate dmillage to prevent water ponding. 3)All plates are MT20 plates unless otherwise Icostated. 4)All platen are 2x4 MT20 urdess otherwise Indimaid. 5)Thla pass has been designed for a 10.0 psi bottom chard live Iced nmcolyurteN with any other live l0ade. 6)'This inks has been tlesigneal fon a live local of 20.Owl on the bottom choral in ell areae wieare a rectangle 3501-11 by 2-00 ander will lit between the bottom chord anal airy other members,with BCDL=109pst. 7)Provide mechanical connection(by otru ls)of truss to hearing plate capable of wi81sta1Ning 10016 uplift at Iant(s)except jWm) 24=267,9-267. 8)Attic mcm checked for 0360 deflection. LOAD CASE(S) Standard Q wAFM'W6-Vxtty 4inam'. mNen auf aNOES day.INe NLLUOEONIEx aEFFIIxNCF P.60E 8]6]6 n..I6U4MI61HOK UY OeLg1 WMf Iw usuoly`Mm Mleklocw.ndw.cllGtle99n k D�11wYYNe«Polrnlerwx Yawn.w2/eiw m SgNyq WMgwDygwnl.M1 mm'MIem.Belwa ue.the Mllalp defgrermml veON me aulyadlN of Wtlmf amBiers m]gqunv�uMW9 de ancone—tic W�frU�4an. e«b(11MkolaOlao aewni hrckYlxl olYMaMxl lnmwenaMla durama116oI5w0y.MkI0FxdlanpxW aypamawai datlrp ' 6 dway lepele,I tw:kzinW next towevern ewllurewM,n4e 1+w.wrc131Fav wd lxcrxrty rLxngp.Fweerlad Parlvlure0urtq sw sales, lFn nrnoa oval) cry.mecIMw av]M«hgam It hosmwwSur,"Acru/R111.cc GIXMo,dseasmf K'N NAIIPCppDMn1 set Pae sari BMtl. SyNyYlpmWn wtldE hqn lnm Pale RSYMe,RIB N.lee S1ree1,]Jle 31L iJe.alwlXi VP'1Y314. Terrya.FL 77810 ruse rasa ype y T]INYSea t2e]pTIM i2e p0pF 1nVBS It 1 Job Reference o Donal &Mlq CarP[nml SiTPry,JegYnWp.F132256 Nn:e 110¢1.501 a1201)TNie1f08Ma 82o1]MneM IMu9bIN,bIC WVIM¢ ]N:Se58201]Popo, ID:GSxIFg51%381WK3198cz5nUU-nw5sc_gNRvQZHV9EXDdbs?yXB_0iAOW3Bml4Fd/3 600 10-]d 1241 16]-0151 3 21J$ 2H-12 ] 2&13-0 840 L]8 20p 2-16150 3 Sad R-11-010 8 3Be hl4 Ni20H5: Sale=1:MA 60] 12 MB- 5 62] ] IC- 1]5= 5x12= W 1 2 3 41x10- 831 i It a µ as 5x12- 4 d 8 19 and- 05_ 13 12 %is= 3m= 23 21 410= fiO9 10]8 12d-0 15-]dl 1 3 21J8 2H9 R -) 2830 6L-0 L]d 20e 2,015 3 563 21191 389 Plate OBseie Y - 4:0-2-00&0 5:0.53 Etl a 7:0.2-1262-0 B:Q6120-2-0 11:0. -60.1-0 14:0-3E 63E 15:638E LOADING(pN) SPACINfI 2-0.0 CSI. EFL. In (loc) IMNI UC PLATES GRIP TOLL 20.0 Plate MOL 1.25 TG 0.95 VrM(LL) -o. 15-16 >818 240 MT20 244190 TOOL 10.0 LumberDOL 125 BC 0.94 V. TL) -1.0015-16 >394 150 M120HS 18]/113 BGLL 0.0 ' Rep Stress lncr YES WE 0.95 HDrz(TL) 0.54 8 we No BCDL 10.0 Cotle FBC20141PI"7 total S WaIgM:2691D FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2'Excmr TOPCHORD Seethed, except end cereals. 4-5:2x4 SP SS BOTCHORD Rigid selling directly applied!or 2-2-0¢modng. BOT CHORD 2x4 SP No.2'Except' WEBS 1 Rowaf mldpt 1-23,515,4-15.2-22 321,1]-19,11-13:2x4 SP NO.3,10-18:2x6 SP N0.2 JOINTS 1 Breve atJt(s):9 8-14:2x4 SP No.1 MITek recommends that Gebilizere entl requnad cross breGng WEBS 2x4 SP No.3'Except' be Installed!WOW truss micron,in accordance wlN Slablllrer 5-1518-12.5-9,74:2x4 SP No.2,4-14:2x4 SP No.1 Installation qu1W. REACTIONS. (Ibece) 23=1132Nd-0 (min.0-18),5=150290.38 (min.Q1-14) Max Harz 23=119(LC 12) Max Uplift 23=298(LC 8),5=-79(LC 12) Max Gmv 23=1157(LC 18),8=1 583(1C 16) FORCES (Ib)-Max.CmnpMkx.Ten.-All comes 250(ID)or less except vmen sMwn. TOP CHORD 1-23=1078'341.1-24-627/160,2-24=57/160,2�-12231344.3-25=12281345, 425=1228'345,4-26=-S 8 15)6,5 26=-541811587,,56=-2]90/815,B-27=2]90/815. 7-27=796815,7-8=100N337 BOTCHORO 518=2761]1,17-18.4261281,18P=-480/1400,15-16=-080/1412,10-11=-99/334, 12-13=285036,9-14=142b4576 WEBS 4-18=37/425,14-15=262/1185,514=73512041,5-10=59476,4-15=-1954/6]3, 5-9=19421852, 7-9-820V2825,4-14--1546 ,2-22=-1157/461,1-22=-282/1112, 13-22=-326702,2-16=31071011 NOTES 1)Unbalanced root live loads have been cansldered forthis design. 2)Wind ASCE 7-40;VUIt=130mph(358cond gust)Vas h:101mph;TCOL=S.Opsi;BCDL=50ost;h=25X;13=4511; -48n;eavi Cal. II;Et¢C;Encl.,GCpi=0.18;MW FRS(dinexemne9 and C-C Exterior(?)0-1-12 W3 1-12.Inte0or(1)31-12 to 21-0L,Exledod2)21-0A to 24-0-7 zone;C-C for members and forces 8 MW FRS for reactions shown;Lumber DOLd 60 plate grip WL-1 60 3)Protide adequate deal to prevent water pandirg. 4)AD plates are 4120 plates unless otherwise Indicated. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)TMs buss has an en designed for a 10.0 psi b0mm Wortl live load nonc0re umant Will any other live loads. 7)'Thls tress has Deen designed for a live load of 20 Cpsf on the bottom shots in all areas where a mom-file 3,15 01alr by 2-0-0 wide will fit Detween the bottom chard and anystar members,with BCDL=10.Opst. 8)PmAW mechanical connection(by OVIOR)Of rude to bearrg plata capase 0f withstanding 10016 uplift at min(8)except gblb) 23498.6=279. 9)ANc mom checked for 1/360 defleston. LOAD CASE(S) Standard QWM'MNO YnXx4WenperemaMe EAO O)Ea OM MI54MOWCLVOEO.VITEN PEFERINLE F44EMN)4A POL2aIa BE ONE aE , ."ourn, uew-OWtlorly 1.uaOutlY W*ln prnanele¢¢Mwn mtlk J r IrwrWlan ae(rneuo ltwdNdq O-en onOcu tRAkadlry oltle9}rlwanalan. g.' p `W. . -11 MR Wtlr9�i1.acchp XVAMetlkl Pe ILucMIM. olYwW4AcllnmwcO m]lrn cruvO membri rnY P�# �. amixl MIT@k' ' M >rcnreewcuum�lo wau�mw�,rewm,�ne� wyrneww�vdaeme e.a me +>w rnlrn lr,e /bkwlprt¢roigXr.OWrerY.aecbnaMbWpor ln9oagd N®ryyema wBMIL/1%ICWIS .MBd9 and BCsi WIMIn9CompanaM0<PaILn.l.Ntl anpo 4fxYypMT1/M aa63Ae hmrt�%ab lnMme,R18N1ee 5hea1.5J1e 512 MoxuJ,1 VI.R2311. . face yye Ply ,+,+dveet 12a]eTOP i]e fl00FiBLlSS I JOE Refererce o Gore! 6lldlq Cgrewwtl 5i4YBy,JeexYwnW,F133I56 nae.a 1106 Mrr31 Y01]PMa 9,108 WY 8201]WTM IMu.WIM Ne WM NaY ]m%39201]PBYB 1 18 BOO 16]6 1p.6. ID:GISItlFg51X3B�gEnZ3196v5n0UJUUg4y'18811]BO<LOFF�?3YIMYLkREpIfM6JH?xFPl2 1 151031�102 2146 N111ip -] 2620 d28 640 4-]-0 RN9 322 0¢11P5 Led 241410 368 I aCO 12 h"MT20HS% Su1e=1:Me 46= 5 6, ] ars= 4w= mm= R] a4 2 3 47.10= e 2t 25 26 6.12- 17 9 d S he 15 19ad 6x10= dc5= 13 12 $710= 3i= 96- Il Be 22 21 4.10= 600 16]8 1284 151031 m2 2166 2H4 -] 2e20 660 4�7-0 RPB 3S2 Ott- s L6i 2-11-01 6 380 Plate OMftIs(XY1-- 1303803-0114;0-691Edoa115,0&3Edoel l]'0-2-120-2-Ol le'60.12 P2-01114'0.3E 0.381116'0.380-4-BI I1 B'0-5-B EOoeI T (yst) SPACING 200 CSI. DEFL. In (lot) Alan IM PLATES amp 20.0 Plate Gdp DOL t25 TC0n Ved(LL) -0391518 a5W 240 W20 244/190 10.0 LumbDOLBC 0.81 Verl(TL) -090 t5-18 a3]3 180 W20HS 187/143 0.0 ' Rep Sirese lncr YES WB 0,91 Horz(TL) 0410.0 Gude FBG2014RPI2oo] wt.-Must WeietIL 289 FT=20Ye LUMBER- BRACINa- TOPCHORD 2W SP ND2'Exept- TOPGHORD Small or 2-2-0 on lumps, except end voricals. 4-5:2M SP All BOTOHORD Rigid cei8ng directly alylied or 609 oc baring, BOT CHORD 2x6 SP N..2'Expert' WEBS 1 Row at midi 143,5-15,2 22 321,1]-19,11-13:2M SP N0.3,1049:2x6 SP BE,8-14:2x4 SP NOl Terace: 2x4 SP NuS-4-15 WEBS 20 SP No.3'Except' Faster(2X) T and l theme to narrow edge of web wit l Off 515,8-12,5-9.78:2x4 SP No.2,4-14:2x4 SP No.1 Ill 31' nails,an on,wfth 30 minimum end distance. OTHERS 2x4 SP Nos Brace must cover 90s lweb length. JOINTS 1 Brace at Jt(s):9 Mll accommerxls Ilial Steblllzea end required cross bracing be Installed curl truss erection,m acoodance wt StaNllxer Installation guide. REACTIONS. (IbAc.) 23=1132e-a0 (min.0-18),&122WIl (min.0-1-15) Mex Horz 23=93(L012) Max Uplift 23=Sol 8),8-20(LC 12) Max Cray 23=1242(LC 18),8=1635(LC 10) FORCES. (11N Max.CompufalTen.-All fomes 250(M)or lees except Man shown. TOP CHORD 1-24-632157.2-24=43321157.23=-125W26,3-25=-1354/30.3,2526-1354/303, 4-26-1354/303,4-27-539811459,527=-533]/14]1,53-2768x73,628=2]867]3, ]-28=-2]88/33,]-8=-99V321 BOTCHORD 3-10=4011165,T7-18-40011148,1]30=-44]/1281,1630-44]/1281,1516=42411389, 1D-11=-99/364,12-13-31M 9,14=-129&4481 WEBS 1-23=-112]/351,4-16=1131531,1415=33211461,5-14=8932838,610-65`538. 445=-23891]3],5-9=-186S1568.7-564182802.4 14=-1397148n,2-22=4206'457. 1-22=-294/1165,18-22=2]8922,2-18=80]7104 NOTES t)Unbalanced roof Ilve loads have been considered for Me design. 2)Wind:ASCE]-10;Vu11=130mph ISsecondgust)Va all01 mph;TCDL=5.Opai;BCDL=5 Opsf; 2511;B-451t;L=2811;eaye=48;Cal. 11;Ban 0;brat GOpl-0.18;MFRS(directorial)and C-C Ededor(2)04-12 to 31-12,frill 3l 12 to 21-4-6,Edendr(2)2146 to 24-7-7 zonl for members and fomes S Mal for reactions showrc Lumber D0L=1 60 plate grip DOL=1 80 3)Pmvlae adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless othervare Indicated, 5)All plates are 2nd MT20 unless otneMtse Indicated 6)This truss has been designed for a 10.0 aff bottom cMd live load norconcuneM With any cher live loads. 7)'This miss has been designed for a Ilse load of 200al On the bottom chord In all areas where a rectangle 3 50 tall by 0 0 Was Wit lit belwsen the bD9om chord and any other members,wall BCDL=109ps1. 8)Protide mechanical connection(by odrusal of truss to bearing plate capable of etleftindirg 1001E uplift at Idnl(s)except Oldb) 23=309,8=270. 9)Waning:Ad0i6onal permanent and anoint bating for Ouse Watem(not pad of this component design)is always required. rarruh- Q wIMIYp-YxYyONanpB�enyruauMaFAOMOTES pIiM.WO NLLIIOFO tlIEx aEfEMNLE I.WEMY)e)]nr.IORtt0159EFWiEYeE Lbbr WldM weody YAN o'sphdmao..IMtle93nBbiBJdYYa0.Poronelers9u,m.u✓]ISIw ru,, M,d dlMY c Lmi Wmryibtc, al rue".. c'erri Mh,,.IMqodkcdlNol6Nnn r✓xamxleoaW ol`xlY Mna^'nale lhk Mtl9nlnlo Meovadl WSprh�nB JtlYVYoledampevem tJCYlYtl nr WAMAxl nrmweneml/u�hutl mamMB�w9Y.AdltlexrJ lemR aY a'A Cemruarabcars, 10 adxvys replK lwekMlyuM bpevatlwllq:va Mlhwsfle�^[xM rAxyuvlp�peM Wny�. Id yr read{xhk�xx rcyvdN{Te 6:8MUIkveilagy,tl�Very.deCKnaq MaCYgd XiAMOM41Nrylldni aw,/,NL/MI OinYIy CMnb,Dea49md K51WWn9Cwrparura Bad Pub Een BNO. fdNy BYamypx w.YYJe M1an lna Mie MrOa 21BN.Iee5hae1,9M312 Neiad6¢VR2Yf14. Tarrpe.FL 13610 Iles r�6 rob Y D nmveM tzmsrw ]zs saDF muss ' ' doe Relerezfi o 0. 9d11pOCpipvvd&rype',.YCINfNiM.F132256 RN.B.110e eY�21 A1]Pllle-81 -.¢ Z6201]MIBM M]upn�lx WW73Y Lm•5652201i Vega$ ID:01UFp61%SBIgdK818&zSnDUJuUg4ylS8H]B06LOFk_4SYIIyVLkRdgIHMMFd,2 LOAD CME(S) Sterderd Q wdwWD.✓Mi'Yrlue vo.til.aane sFiDxo)uaxixo4xaxctweDw]Fln[Fa4 PaDFri ml.lw$alsarrvrrE uac I]ewT wYy W Yp cNy MT MIeIW Cwneckrs.DC�tlm k IxzatlwYY Ww�WanalenOvm�.oq klwmlMMdgl bi]rycwnpwenl.rol huepleni.Wlae ue.Me MN,pde9yq�mut vallyllw gLJlcotllly of OatlmpamieMbavJ pWeYIYMwpvale Mh Dml$��WOMewndl �Re�a,I�G/ �wgr�I TttY4�wM,i IW+ �IM��`p�Y6a`�nma�Fx�P a��dVmllg¢nlb¢Lp M k FYItaErtelw[�.tldNay wxclMnaq Mm:Iry of lnmsbaMlnmbyHwmroelX6VIHI D�tlIy CNMb,DS&LVutl pLHIWMpCgppynl BBMP iaFL EMBM. 1Wyelannpbn awltlMe han inrg Dote huXIWB 21B N.lee Shret Stile 51241eeaNMi Vh22f IGT.,FL 32610 s6 fire. Iy i111a5665 fYeIBTM T]0Dx p0pF 1PV65 BWMFpemgnen5ugxy,JaWNIMW,FI3YYv8 qur.atloa W 81 Y01]PM'B f IO�e W IMgICB o liolla y sYJI]Miek lMwl.11M WMMe.. ]Wi]OOYaf] Ppaagpeel 128 fiAA 107-0 12 1111 2Fg51X361gtlK319Ea5nDU-n42CH104J39 oei%MyF0YH4iHymNAAryWV[yRxFtljt 61115103 t, 11 2ti8 2H-024]] 2e 2o_y P28 80.0 l]e 2A�9 6D2 t, 11 366 2-11910.Y8 389 6 'wl &141,1101 Spxiel SPeoial Spacial Sule�t'.Re power 34115x10MT20H6= &14M165HS= 5 627 ] a— 4M- was 2 3 d 24 RS 26 B II 4 J, d ] 6 e 6 18 &10= &g- 13 12 _ 2x4 II Special &5= 3t) II 23 N 22 21 20- &6 W II 4AO= 2[4 If ]x10= 6D0 16]-0 1281 15103 1]-01 21-46 2M-1 �] 262A 600 4->d 266 32-2 1941 386 2-11-11 380 Rete OBaga(ILV)— (3:638,03-0),(4:0-78,E-4ge],[7.Edgs,O2-4),[B:Edge,O93),(13:0-0-B,QO B],[13:02-6,0.13A[14:D5-0.0.2-12),(15:0.2-QQ2-B],[16:0.38,04-8], 111395&E09e1 LOADING bust) SPACING- 1-DO CSI. DEFL. in (lac) Udell Up PLATES GRIP TCU 20.0 Plate Gdp DOL 1.25 TC 0.42 Ven(LL) -0.191516 >999 240 W20 244/190 TCDL 10.0 Wenner DOL L25 BC 0.50 Ven(TL) -0.69 1516 x486 180 W20HS 187A43 BCLL OA ' Rep Stress Incr NO WS 053 ( Horz(TL) 0.36a We we M18SHS 2444190 BCDL 10.0 Opole FBC2014RP1200] Miami Weight:299111 1 LUMBER- BRACING- TOPCHORD 2x4 SP No.2'ExcepP TOPOHORD SheMW or&1-2 ac pudrro, except and e0hI , 45,5-7:2x6 SPI BOTCHORD Rlgidwilingebecllyapplledor1O60ocbradng, Except: BOT CHORD 2x8 SP No.2'Exc fpt' &0-0 co bracing:2122,12-13. 3-21,1]-19,11-13:2x4 SP Na.3,10-16:2x8 SP BE,8-14:2x4 SP SS 1R at midpt 3-20 WEBS 20 SP No.3'Except' WEBS III at mldpt 1-23,2-22 545,0-12,5-9,7-9:2x4 SP No4,4-14:2x4 SP SB T-Brace: 2x6 SP No.2-4-15 OTHERS 2x5 SP No 2 Fasten(2X) T and I braces to narrow edge of web with 1 Oe (0.131'x3')halls,Bin o.c.,with an minimum and thermos. Brace must cover 90%of web length. JOINTS 1 Brace at Jl(e):9 REACTIONS. IIWslxe) 23=70NO4-0 (min.61-8),8=1641A 3-8 (min.0-2-3) Max Horz 23=36(LC 8) Max Uplift 23=-]9(LC 4) Max 0.23=759(LC 14),8=1639(LC 14) FORCES. (Ib)-Max.Compuli Ten.-Atforces 250(Ib)orless exceptwtlenstwwn. TOP CHORD 1-24=�5,2-24=-9138125,2-3-79(V12.3 25-964K).25-2E-964/),4-26-984/0, 4-5-50581q 56=31000,e-27-310p'9,7-27-31000,7-8=-1092/0 BOTCHORD 318-NAM,17-18=81950,17-29-41/811,16-29-41/811,15-18=109]5,10-11=01MI 12-13=-25M,9-14--0/4248 WEBS 1-23-]0191,0.16=312]0,14-159x1570,&&1 - 24]4,8-i9yJ ,415=-Wl WO. &9-1254/0,]-9=W9057,4-145/4541,222=-]8WO,1-22-49046,1&22=-42/449, 2-16-4/063 NOTES 1)Unbalanced rml live Io90e have been considered for this design. 2)Wind:ASCE 7-10;Vd1=130mph(3-second gust)Vas0=101 mph:TCDL=S.Opsf:BOD"ups;h=25It;B=45ft;L=281t;save>ft;Cal. 11;Exp C;End,GCpH0.10;MFRS(drectlonaQ;Lumber 001=1.60 plane gdp D01=1.60 3)Pmvlde adequate dralnage to prepare wane,ponding. 4)All plates are hi plates unless othera45e Introspect. 5)Thle Wes has been desgned for a 10.0 pat ndftem onord III load nolconom enl lMN.,.Mer If.loanx 6)'This Imes has been designed for alive load of 2O0pef on me Name chore in all areas where a rectangle 3801911 by 2-04)wide tall Int between Me botlan mord and any other members,Win BCDL=1obi ])Provide mecnamcal connection(by others)of buss to nearing plane capable of withstanding 10016 uplift ai jambs)23. an Special bsrgerbs)ce other conneol on depicebs)shall be pmwieed at 212-10 fmm Me left ant sufficient to conned Im94(es)T33(t pry 2x5 SP)W trent fece of boftom chore The eesgn/seleclion of such special cumneclion depioets)is the nespm&blfi others. 9)Special reargerbs)or aver connection devicebs)shall be prueaed staring at 21 4 6 prom the left and to 2604 sufllNeM to connect tmsebes) D ply 2x4 SP)to tram face of top chard. The eesgn/seleetron of such special mnrection eeprca(s)is the responsibility of others. 10)Warning:Addillonal permanent and notably belong for trues system(not part of this component design)Is always requred. Q Waxwers VMry Lnrpniew-exae dift"ON0)EBPV]INe1nOMQVOEO tlrERPlFEP4w areepLM'shol-.16R^NIS BEEOXVeE �n WANIa ineaY4 n'llr Mllexlvconr,eeb¢.RE deg9,eLvaMonY oyesrmianelers L✓mt oWisIrc-MMdMnu. cwnrxx,enL rot a NxnJNlrno om.Ilq r.nlaglGn�i mupve0ry lM ceAkarMIN OI NYpn Mamale¢aq ggtwlyhcaq.Tole for.ovatll u4a pew{y� ancaglMk:alMalowr"'-IMctlYgoarcNMr}Iogwen pglu crud mamaMv..swWfampyay mdrennaia9bmkp M 91C saw.mi«Wraefr.nmlm rxam mB-'lcofm:e wlm l>unx4e perB.rx nx.r-darwemeenoee-Id aaM.ndukes ,ra r.d�.aq nB I?nk:olknelugv.Wllveey.e,ncnm ml aaclrq onnrtfx rad.-teump..wo.4NwIPIr OJOIIN0aNM,O59.nap CBl MnMpCMp4M P.1 1.1.e6 eyelylnwmalbn weAWe M1em Irimpale NSXMe'11e N.lee Sfixl,SIk al'1.Neiad,lo.VR'Y➢I Tarryre,Gt BRIa T.. T.Two Y ner"TOA Tan PCOF TRUSS i111Aro8S I JM Rotor.. panel BWpN9 Cmpned Sq>)',.4CkpNAIB,Fl.. Pv,. Iw 110 17 PM'81]us my 6401]WTak InL6tlIM 114 WF11.W�1J W'S]P RB='N'll e111D:Gf5MFg51X381WK3196czSrI)U-n42CH104 oaf%MyFDYH4.HymIWA W F NOTE& 12)In Me LOAD CASES)sectloq IOatls alWlim to to tete of Me imss are wletl az iron)(F)or back(B). LOAD CASE(S) S m aM 1)Dead s Roof the(Imancetl):Wmber Increase=1.25,Plate Increase=1.25 Unllorm Loads(pin Vert:14=-30.4-5—W,5-]=80(650),21-23=-10,19-20-10,15-1]=-10,11-1 1 Ot 1—!y0 fl,12-13=-60(F=-50),8-14=4i0(F=50) Q-mem-YwAEJ/I lam=ent eE10MnIEEONiNAS ANn N[LVOEO MI/ET eEFEPANtEVR6ENBLAm.le4YMI5 eENPEWEE. Ca1p1 WNMudaiyelO Mlek§amenMc RhaMeS{In htxmrcl wJY uym W��ielersAuxn.aNklu an YxMYkAW detlkp collip[xlml.ml M1UOrydkln.telae ieB R4 WkIMAtlaWnel nx¢IVMty1Mgduo toslyof Oe9pnpaumeleNaMpo , Yicmrgaln X1Ftlu5kln Mullleoveldl Iwa®mgl. a«ro�Ya-'eledWlo geveN aKUlromnldWaad nlawNbmdr414nola memlaa4dy.Aadno«Ilempauryadl>alle«4111b¢ro ek' YtMM11uVr1en blektllY mOlopew114WR 1vB5�Yle rlawxf tYeYmNN�11YdaWNFa 9elad pYhmldN4.91re kdtalMLelmae.tlsEuely.efeClmm"Jtr Y9d4im�aW M1lnM1a1R®[NNfI/MI OEYN MlB9wgeCL auMYOe�lVuiele 6BW Pehe EW 6atl. yyNyldmnron a.Wlle M1anlnnlMle MPA0e.41BN.ISAiee1.SM B12 NeveJM VRYtl14. Ta1rye,Fl SbtO p mss ype Y ail. 1'd]BiM i31 PIGGYa8CK 605E 1 1 Job Reference o liorel bIIWgC arae saps.JKlexxYY,R9LY R :8.1D:GtYr31A1]%M-9110slsmY a HHbbVvBX IMHr Irc.Wvl lley R-5T¢12o1]R8 ID:GStlFg51X38IgdK996cz5nDU-FHbbVe01gMH1OlEkvgr W9MM]Me8y1W&r.rd`J1 12-q 60.0 10.]8 6-0 1650 At 5 21214211561,r 1 262a '1.20 BO-0 8q5 2-09 3]-] 1912 11-8 0. 9211f1� 3516 4X104.0012 ,411 Seas,-1:68.3 ass- 8 4y5= B$= 2z4 1 3 4 16 1] 1B 5 4 It It d A a -11 zx20 8 21 ass 1-0 15 19 14 13]x10-20= 'da 11 Utto= ,a i1 boo 10.]9 121-1 1630 1114 z1-z-0421i52bw 2120 600 b]d P9 -- 3]-0 166121 3db1 1815 %at¢OttseB OLVI- 11010S8,Edoel LOADING(p li SPACING 2-0-0 CSI. DEFL In 0.) UtleX Vd PLATES OWP TOLL 20.0 Plaie Gdp DOL 125 TC O.Q Veh(LL) -0.0] 14-15 >888 24o MR20 24M190 TOOL 10.0 Lumber DOL 1.25 BC 0.38 Veh(R) -0.141a-15 >998 180 BCLL 00 ' Rep Gress Incr YES WB 0.56 Hor](TL) 0.03 7 We We BCDL 10.0 Code FBC2014/TPI20W Mal MS Weight:215 to FT 2M LUMBER- BRACING TOP CHORD 2x4 Be No.2 TOP CHORD Sheathed or 60-0oc purlins. BOTCHORO MSP N0.2'EXcep' BOTGHORD Rigid calling dlushy applied or 6-0-0 do bracing. Except: 3-13,611:2x4SPNi IRow at under 112 WEBS 2x4SP N0.3 WEBS 1Row at meet 1-15,2-16 OTHERS 2x4 SP No.3 Web Brace:Length(mem0or) "-13(b]);6 4 5 P17); MTak recommends that S .11.mA and requtre0 cross bm0ing be installed met ..... erectloR In aaordanhe with S1aDllirer Ired"ation guide REACTIONS. fiWifl e) 15=8361640 (min 611),7=838Miechaniwl Mex Hi 15=60(LC 12) Max Uplift 15=295(1_0 8),7=269(1_0 9) Max Ones,15=881(LC 18),7=880(LG 1]) FORCES. (Ib)-Mars Comprt Ten.-Ail fiftes250(Ib)onless excels whanseaft, TOP CHORD 1-16=3]6(124,216=-376,1242-1]=510/188,317=E10/188,318=1_1]/189, a16=617/108 BOT CHORD 110=4662W,61 R-14&486,620=-1]1/488,120=171/468,8-21=-1]t/488, 7-21=-170/80 WEBS 7 415=]97319,1-1b24fi/481_--]43/36],10-16=t9G46 =-t]]/d43, 8,2-t0 Nth=15]254,48--0292,4-]=890/312 NOTES- 1)Unbalanced roof thus loads he.been considered for this design. / 2)Wind:ASCE 7-10;Vuh=130mph(3-second gust)Vasil=191 mph;TCDIr5.Oi BCDIr6Oput,h=251t;13�4511;L=2411;eava--4g;Cat. II;Exp C;End.,GCpi=0.10;MW FRS(dracti0rm)and C-C Extern 01-12 to 3-1-12,Intermit)3-112 to 21-1-2 2one;G-G for embers and forces 8 MFRS for reactions shown;Lumber DOL=1 BO plate grip DOL-ISO 3)Pmvitla adequate drainage to prevent water ponding. 4)At plates are 3x4 MT20 unless otherwise indicated 5)This trues has been resigned for a 10 0 psi bosom chord If lead rfwlwnwrrem uilh any other live loads. 6)'This Imes has been designed for a live l0ad of 20013f on the bottom chord in all areas where a rectangle 3560 tali Dry 2-60 wlde Oil fit between the bottom chord aril any other members,with BCDL=100ext, 7)Reier to gider(s)for Wss to imus connections. 8)Provide mechanical connection(by oNers)of thus to bearing plate¢arable of withstanding 100 th uplift at bungs)except U Ab) 15=296,7269. LOAD CASE(5) Standard _-S V araxws oxxx so lad READ xo]es o.Y Tire oxo secuose suns' DdlSp dwb,9adplrlECale011 6bpeeaRmtl J1po1XM tllndwc-0 y I/ M Imemlwl IW A YAIXx41 tuna 1 X 1 II . II Wd In rwwYYMalh ItalMWconrwoldiscolor Rh sway wI.ulwn .a«m. ✓.awr.ks«nre,dwa««4«xne.«hw.uec.ww wYu�m�,r.�AY �. I.,,W„W�I,.,U 7.,�",aul.,n°"°" 1..«•IM, MiTek' Y1XGin.elw[pe,tlsMery.sec Wrutlda3polnmxaWLrmay[brrcwal.xW1e11 f]Wlry cMeM,Dsed9arxl stet Wlping compananr oa Gnrh 3es OBNe n¢ 1 . bINy F/wledm rnrlWe Rin Irlp Rue xuXRa,RIRN.19e5ReeLSJ18112 uev,an¢vA'rlala. ruse CO.: jeb B] 12WBLM 13R PK 80.5E 1 JOD flelerence(Parent &YWb9 CwrpwB514WY,J9CYpIMe,Fl3?25b BItOe:G J1201]RIM'. ail , MNblMupnes,lrc NAwd lhd eJ 17 Re a5,l] P I Io:G151tlF9N1036jgril.tlK3186cz6MU1TBLx1 KR9PMupwiNlnd19J6mUFe_eSyMzuKzb Ftll? Boo m]a x1`11 i_za boo 4aa s1s o-]4 i`.ioe bo-+4 —� 6.0012 wa 6rale=1:67.3 413= 6x8= 'h4 400= N5 e 9 4 13 14 15 5 a _ d I Cl 17 6 16 Are l� 24 12 f8 90 2x4 II 4x10= 2x4 11. baso uza sns +wa sul 1rwN Plate Ofhets Y-- pa,u3%Edgel LOAMNG(paf) SPACING 200 M. EFL. n (100) gtlefl Ud PUITES GRIP TCLL 20.0 Plate GdpoOL 125 TO 0.53 Ven(LL) -DW 11-12 >999 240 W20 244/1W TOOL 10.0 Lumber DOL 1.25 BE 0.38 Ved(TL) -0.1211-12 >900 180 BULL 0.0 ' Rep Stress low VES WB 0,04 Hoa(1L) 0.02 7 rva We BCDL 10.0 Code FBC201VTPl2007 MaVbt-MS We1ght:22516 FT=20% LUMBER- REACHING- TOPCHORD 2x4 BE Not TOPCHORD Stleafiled or&C-0 oc purire, excepl end vertical, BOTCHORD 2x4 SP No2'Exims' BOTCHORD Rigid ceiling direchyapplted w 10-0-0ocbracirx3, Except: 3-10:2x4 SP No.3 800 oc bracing:1&11. WEBS 2x4 SP No.3 1Row at mtdpt 39 OTHERS 2x4 SP No.3 WEBS 1Row at Pump], 142,2-11 Web Brace:Lmgbl(member) 7-7-14 P4 7);7-2-13(6-7); "T." ...... teal StaDllizem entl required crass bmdng be Installed during buss eredlon,In accordance with Stadllzer InstNlalion ultle. REACTIONS. Ohbize) 12 3&'04-0 QPdn.0-1-8),7A301Me rmCal Max Hou 12�S(LC 12) Max Uplift 12=W5(LC 8),7=-2W(LG 9) Max Gras 128)LC 18),7�(LC 17) FORCES. Ob)-Max.Comp.IMa Ten.-Allforwa250(Ib)orkssexceptwhensMw . TOPCHORD 1-12=-11381328,1-13=-35&121,2-13=-35&121,244=-525/166,&14=5251166, 3-15=-52&167,4-15=529/167 BOTCHORD 9-17=-15W441,&17=-152441,&18=-152/441,740=-152/441 WEBS 1-11=-246/723,2-11-fi 7/343,411=-15W407,2-9=-1561355,4-0 86695,4-8-0/322 NOTES- 1)Unbalanced mcd live loads have been considered for Fire design. 2)Wing ASCE 7-10;Vult=l3 Vftr(3- a Crrd gust)Vwd=101mph;TCDL .Opsp BCOLd.Opsl;h=2511;B=4511;L=24f1;marvel Cat. ll;Exp C:Encu.,GCpi=0.18;MW FRS(demurral)and C-C Extedor(2)0-1 12 to 3-1-12,Inmdor(t)3112 to 211 2 2one;C-C for members and fomes&MFRS for reactions shown;Lumber D0L1.60 plate grip D01r1.60 3)Provide adequate drainage to prevent water pcandling, 4)All plates are 3x4 MT20 unless otherwise Indicated. 5)THIS truss has been designed for a 10 0 pst tottGm chord live load nonconcwrent WN any other live loads. e)-This truss las been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 6-0 tall by 2-0-0 whom x81 fit radial the badom crlord and any other members,with BCDL=100ce. 7)Rehr to glomr(s)for truss to trues connections. 6)Provide mechanical connection(by Chum)of truss to bearing plate capable of withstanding 100111 uplift at tourist except Olde) 12=305,7=288. LOAD CASES) StaruleM A wINM1a- ticlubse M/] aur a ew P]6EMa'o—]awVAI6BEFONEUSE reLL}1 WplwreeaYywlMMaekA cpnwlre INeela4ln bMwtl Orly uryu,prvmmlom9wwn,od k loom IMhWud Wkllig rnnienl.rot hIn55Wem.�hxelte,IM W Wp mga�n muslverlN hn414cWINel rla>Vjn paanelenaNm ol>allYhcoll*T'ala 111td4,'.nbtlo hp ewn,i Ixlrlrg maw.earnplwrcrnadamwe.erllw unpalmr]aw nl+wweoa,a/oremramamea mr.biansfo Nr+ll>orwmol>�l�aleNlaw`y M ek' btlwaFreGrlreOkn eMWYagb Nauearcdl9m Winpalm PelsilW'1WYw1 pWl+aY MnWe. fd Belad Blwh2e rePadr9Te hGDUIbrt Lague.mMdy.malWlm]dWpo+hr�saMlmw Mlemv.aehM1/IPIIQWYCNvb,OfBd9aq lCLBWmp CwnparlwY T PmL S361P . tdElY IrNmoXon avtlMe aan INHFMe YUXIIM.21e N.1ee Slreel.SI@314.OIevalMy VR'tY114. ierrye,Gl ag10 ype NGa ss M 1RNiW T38 gmlBpvYl(ylpl I 1I ,.. Job Reffience ) WY1pLmyriBry e,LOX9CnWY,F1343% port.B.IO EYr31 R01>R I. ID fAYY6 ]l7l'OUSne5.11w. WW )W's]Oi ROti Poy1 ID'.G15xIFg51%3B19tlnZ3196cv5nOU jT9zizl KP gPh2upwTNlMimS4eBN5_IMznKZFdj1 168 3Ae 16II 1 P10 1 2 BUN=1:630 H a A A 2U a k 10 11 IO 8 = 2r4 II 2z4= aw 16 Pla[e OlNds(X,YI-- Id:gi-04l-el LOMNO(psi) SPACING 280 LSI. OEFL In (Oc)�>M= 1W PLATES ORIP TCU- 20.0 Plate Oil DOL 1.25 TC 0.43 Verl(LL) -0.01 34 MRO 2WIW TCDL 10.0 Umber DOL 125 BC 045 Ven(TL) -0.03 34BCLL 0.0 ' Rep Stress Inv NO WB 002 Horz(TL) 0.01 3 BCDL Mi Cod, FBC201471P1M7 Maltlx-MS Iffil 411th Fi=20% LUMBER- SRACINO- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 34-0 oc WMins, except and Ncall BOTCHORD 2x6 SP Ill'Except' BOTCHORD Rigid call directly applied or 1000 oc bracm, 46:2114 SP NOS WEBS IBOwetmidpt 17 WEBS 2x4 SPI TBrace: 2x4 BE No.3-2-3 OTHERS 2x4 SP I - Fasten(2X) T and I daces to nonce,edge of Sixth Win IM (0.131'x3')Ions,61n o.c.,Mth Sin minimum end dslance. Brace must cover 90%of year,length. MTek rewmmends that ,bit zers and required deal bracing De mail ai lled during Inas eredwn,In accOrderwe Sith StaGildsr Installation 'me. REACTIONS. (IWsl2e) 7 88411,11fachanieft,3d97IMechaNcal Max Uplift T_175(LC 4),3=-1 ai 4) Max Cray 7=899(LC 2),3=1005(LC 2) FORCES. (Ib)-Mall.Comp.Mtex.Ten.-All tomes 250(Ib)or less except when sMwn. TOPOHORD 5-7=~17 BOTCHORD b8=69480 NOTES, 1)Wir .ASCE 7-10;VUI1=13Dmph(35econd gust)Veed=101mph;TCDL=S.OMI;BCR=S.0p f;h=25ft;8 1511;L44n;save=Cft;Cel. 11;Exp C;End.,CCO-0.18;MW FRS(dredioret);Lumber DOL=1.60 plate grip DOL=1 W 2)ProMde adequate drainage to prevent Seer ponding. 3)TNs truss has Peon designed lar a 10.0 pat bottom chord Ilve load nonconcunent SiO any other live loads. 4)'This tmss has been designed lora live load of 20.Opsf on the bottom chord in all areas Mae a rectangle 3-6 o tall by 2-0-0 Mde Wil fit between the bottom Mord and any other members. 5)Refer to girdl for MISS to truss comodlons. 6)Provide mechankal connection(by others)of lmss to Waning plate capable of Withstanding 100 0 uplift at loinl(s)except at-lb) 7=175,3=185. 7)Hen ar(s)or olhv corsrec8on dewcals)shatl be provided Sufficient to support concentrated loadls)85316 down am 143 to up at OS 14,and 8381b duan and 1330 up at 2-8-10 on bottom chord The designesdecnon d suchconnevon devica(s)Is the resparsbility,of others. 8)Special tMlger(s)Or direr connection radicals)shall the provlded at 1-44 from Milan end sufficient to connect Iruss(es)to bad,face of bottom MOM.The desi9rgseteGion M such special wnr evion dedlce(s)IS the respowiblllty of others. 9)Warring:Additional permanent and Steal liry bracing for time system(not Rett of this component resign)is Steel required. 10)In the LOAD CASES)section,loads Shall to the face of the truss are noted as Iron((F)or back(8). LOAD CASES) Standard 1)Blood♦Hool Live(balanced):Wmber Increaaa-1.25,Plate tnctease=125 ..........[ AWARNNa'Vn�yeerxaM el dyftWxyd LU0Ee1NEx ,,a .ffil ea Nex4Am.laeYMaB6oaEU8E rdrT' da'W lu u.�nwY MT bill OeYglk bxNUNVUWn lwiunekra Ymunc xi Md3.M MOLp<ompwnnl.rot ylexr' fe eue.lretaWlptle iel mist uenN ale W[HbdwlN al MtlUn pagnalemaltl gopallY Lleo1[nale mktleiDn nlofrowrenfl k tl�Iveoo. kbLactrin'rll°cr baw..W�1e'mnftni In w+i c-and"w gry."Uni w adwlen p lwaale rorty ian:xn MlTek' Idn"mo,Yagp.tlal"dor..OF—d1 of Mlseimtllnm MlellKtereAesVnI'exr,fiINM,eSad9 argaCSl atlSq LwMalxrN 6Pof Pee EW ed SaIYY INpmoam awLda'eian Nus%ole WIINR.21B N.Lee SNeaL Stile 312 P1e�aKNh VAR2I10. Tnrya,FL .10 o s YPe H8 IkBATW Txi RCOI SLKpICMx I t ''. Jab Relele¢e a bmel &Mnp CplpYprt SLpYY.J6[MNMY.FI02256 R n:8.110¢I.Y[31201]POM.01105 Wy 0201]Mick WULOoe,In[.WM1My(]%5]'02201]PeYP2 ID:05.1Fg51MS)gdK 19 6nDU jT VV KR9Pb2upwTNIMIZMSUBW5 MmlVFCI? LOAD CME(S) Ste daM Unllam Lbetle(plQ vert 1-2-E0,8-7=20,"=-20 Con[entMW Lo Qb) Vat:9-818(0)1 t=820(8) QwIINMe-V Xy�Y^Iww'W/we¢e'RIIOXO]FH CM IWYIMO p yuV OY/IN RfFfIYXCE MAE/M1]?J m.lO0.MW5Gf/OPFYY �' Mkt lolusaYYMNMIkM&conreckn.Rd�tlgn6L iaYYugn pianebrs Ynµn ggkMmlMkMlwlaM�p mmq OWFt k�mry[lem Belvue we.kn Mltlkq�L}wemlal veMy Me gptWlry oltlmlgn pamrelencM pOmny Mapxge kB CeYOnklb Ma ovelal wavamv.a«nelM1a[rneaklowe�mla<uL�eaL.�wull�waoawo,�r�a meml.. wv.wa5�w l9m1>wwmeeem ,lamre MIT! kawan leMxea wlnmMmem wM1eealwNlPmlae r>w�1e 110+v m.1Ma..nam[w ra,een�1[I a+M��e 1e0�M1plby hLOxlbn Sbrcgn.pHNgy[[ecryonuq MmJg .InvnSaW MmayMemn noMN51/MI Oud1Y GIhwA.p0H9 aM K9WWnpCNlppMnl 6901 PeIL .10 B01Yy INamaMn wJkde M1cm Lus FqN FMMn.}IB N.leo Sheet.SNe>12 AIe�Wh VPY1311, carpe FL 32610 lies now he y 1'd]BttM TN RCCF iRII$ 1 11uBBK toner,a pored SlFpy Je0saw Y,n saBs Job Refamme o 90na1 RW.e110 Wal101]%M:sit..Wy 6401]Mipk lnOUNnn IR WBp7f,l s7Wam7 Patel 12 boa ID:Gf5wFgsix30jqdn2319&]SnOU-firiLwJ2yG_of20015mA'V19n5N%ZFCT6XQaxFd, Ilene 60o sae za. 3az ii Ie I :- -7 z a 2 a -� 6 ' Steve Scale=1:]AO 4x5= &14 M196HS; Special Speeel Special 12x14 M%Ss4S= 2.4 II 10W IH6= 46= 4th 08 6 `w], 0 1 an 2 3 21 422 5 rrI l� tai) W4*185HS= II 11x14= u d tie= 25 15 14 12 4.10= &10= axe II 19 24 1e 17 802 Mchilm W II 4n0= a4 u 1481 leas 121 -] 600 I.]d 18430 ]88 I ] B aagp Plate Ohsda(X,V}- [3.6&0,03-0],[5.0-7-gb3-0],[fi:&30,Etlge),[B:o-3-0,&2-0),[9:Eage.b3-3],[9:040,008[�[1p:b6d,0.S0i,[11:b5-0,0-18],[t2:0.&0,O2i],]13:0&0 .0.0-0I 114:b5-0OOSI 116'bS0 E4x1 LOADING(pd) SPACING 1-DO CSL DEFL. n riot) uaen Vtl PLATES GRIP TC 20.0 Plate Quip DOL 1.25 TG 0.09 Vett(Ly 4)21 14 0999 240 W20 244190 TCDL 10.0 Lumber DOL 125 BG 0.52 VoMTL) -0.7012-14 .427 100 M120HS 18]/143 BCLL 0.0 ' Rep SVees Ina NO WB 0.47 Hor2(IL) 0.03 9 Na Na M18SH5 244/190 BCDL 10.0 Code H3C2014/TPI2007 MaVh-MS Weight:33116 FT=20% LUMBER- SPACING TOP CHORD 2x4 SP N0.2'Exi TOPCHORO Sheathed a 2-7-15 oc puffins, of and verticals. 5S:2x4 SP No.1,6 8:2x6 SP No.2 BOTOHORD Rlgiacdlingdlmcdyappliedorlo-0Oocbmcing, Except. BOT CHORD WSP No.2-Exoeph T6r4pe: 2x4SPNo.3 318 3-17.2x4 SP No.3,11-14:2x0 SP BE,9-13:2x4 SP SS WEBS 1Row at mldpt 1-19,2-18 WEBS 2x4 SP No.3'Exabt- T-Brace: a4SPNo3-4-15 612,5-13:20 SP SS,&10.2x4 SP No.t,512:2x6 SP NO.2 pipe SP No,2-5-12 OTHERS 2x4 SP No.3 Fasten(2R) T and I braces to narrow edge of web with 1 W (0.131'x3')nabs,No o.c.,wfth 31n minimum and distance. Brace must cover 90%of web IeNM. JOINTS 1Brace at Joe):10 REACTIONS. (Itallas) 19�92Po 40 (min.O1-8),9-_1501Po30 (min.61-15) Max Hoe 19= 8) Max UPIM 19=4-101(01(LC 4) Max GrevGrav 19=729(1-C 14),9=1632(LC 14) FORCES. (Ib)-Max.CompJMax Ten.-All blase 250 db)or less exceptwbenshowo. TOP CHORD 1-2R-329135,2-2 329/35,2-1508/3,3-2b714Po,2122=41401,4-22=]14/0, d 5=-715.,,58=-0892U,6-7-31713s).7-233208Q,8 23—3205,,89=-1M= BOT CHORD 316=-3290,10-25=3D593,15-25=37/593,10-15�/e]1,12-14--0/628,10.13=0/4]95 WEBS 1-19=5]1M2,12-11-09006,513-02534,941=4429,6-10=-17144,&10=0/311e, S1 3=N4264,2-18-871/114,1-10-731693,16-16-4W35,2-16=015]2,5-12=-359&, 514-36b67 NOTES 1)WIM:ASCE 7-10;Vdt=130mph(3 second gust)Vasd=101 mph;TODL=S.Opsl;BCDL=S.OpsC h=2511:B=4511;L=2811;eave=4h;Gat. ll;Exp C;End.,GCPI=0.18;MW FRS(diredimw);Lumber DOL-1.60 plate grip DOL-18o 2)PNMtle adequate dmlmege to prevent water ponding. 3)All relay are MT20 plates unless oft erems Indicated. 4)This taxes has been ded ned for a 10.0 psi bottom daN gve load rlmcemeunent with any other live loads. 5)'This Inose tae been amendment for a the load of 20.0psf on he Whom Mord In all areas xfiae a rectangle3S but by 20.0 wide will fit baNmar,Me boron MON and any other membe s,with BCDL=10.0psf. 6)Provide mechanical wmectlon(by mhem)of truss to beaNlg plate capede d wiMdarq'mg 100 to 1pI,R at IoIM(s)except 0I=1b) 19=101. 7)Load assets)1.2,3,4,5,8,7,8,9,10,11,12,13,14,15,18,17 memave been Modified.Building desigmer must rovlew toddle as Why that they are cored for the Intended use d this truss. 8)Special hangers)or other carm edlon devlce(s)shall be provided staining 0121-t-1 from the left end to 28-0-4 sulficlent to connect tluss(ns) (i ply 2M SP)to from tam of top c1aN. The tleslgnmatecam of such special comedion devlce(s)is Me responsibility d 0111em. 9)Wareing:Addltlonal pelmalant and debility bradng for moss system(not pan of this component deslgn)is always required 10)Attic room checked for W60 delleamn. .h w4RHNa-WrllytlMppvmnG.atlaEIP .uvo 11168 ANO MCLWc YIIEI[aEFEMNCE PI4EYF]4Am.IWY xins,c-41'1u�M,rvdtll a8E OI.0 wdpml BehxeY4�re`vxm01-1 wM�N.cipctaes,wde�on fxxwn Ir PF. . ricer, "ne lMaBlr,gn avrom 1 1ep4reJ bd�iaY' ,MWpeawen�cW�Wln �Riler> rybiy�a;�l„10r11 ma1nlm,q,lY. A`blbmllnll"_W ,._s M¢w M[ k' Id1M1Mkrt ilwa3e.Bv",vrvrHm ad aw4Nw mien and lwMmmm a IUVMlO Vaan�er��A9,��wldNare Pre wait 1.w4rEM xpn a�n'namlweMe.21e N.leedleev 9lle]lz..a VA 2201,1 la4iW ewnP0lwrR Iro..IL.M. ruse fuss Yye y If 111. 1R7BTW Tai 9CCFTP1165 I dM Peterelce lionel BUWNng CampmM Bi}y6',JKYHpniY.Fl32R5a Pun 1fSx NITPM'B 1ma &,A)U ]WVyPnCXNrMBe Wtl r%5N FGIr6QmzRl efflD:Gi5XIFg51%3819dn23196cz5nGU-BfjLwJ2yC_%Y1206151a9'AWVT9f15NXZFCTeXOmzfdl_ LOAD CASE(S) Standard 1)Dead+Fool Uve(balanced):Wmber Increase-1.25,Plate Increase-1.25 Uniform Loads(ulf) Vert:I S=30 56=-W,6-S=-80(F=-W),1]-19=-10,16-26_10,11 26F-60(!F=dft,9-13-6)(F-50) 2)Dead+0.75 Root Live(belemed)+0.75 Unlni Ago Slorage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pro Ved:1-5=-25,5 --25,68=69(F=i4),1924=-25,17-24=-10,16-25=-25,25-26-10,11-28=-75(F_W),413-75(F=-50) 3)Dead+Un nbabitable AMc Without Storage:Lumber el0rease=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-5=-10,56-10.6-6=47(F�7),17-19-20,16-28=@Q 11 26--70(F-50),&13=-70(F=W) 4)Dead+0.6 MFRS Wind(Pas.Internal)Left:Lumber Increase=l.W,Plate Imrease=1.60 Uniform Loads(p%) Van:121=20,5-21=12,5 ,6-23=31(F=19),&23=29(F=19),17-19-5,1&26=-5,11-2E=-55(F-W),9-13=-W(F=W) Ho¢4-5=17,56=-11,6-7-17 5)Dead+0.6 MFRS Wind(POs.Interna)Rigid:Lumber Increase=l.W,Pima Increase=1.60 Uniform Loatls(pd) Van:1-20=10,20-22=12,5-N=20,5-6-6,6-439(F=19),17-19-5,1(F26=-5,11.26-55(F_-5o),9-13=-55(F=-50) Hon,45=25,5@-11,6-7-25 6)Dead+OX MFRS W IM(Neg.Internal)Left:Lumber Increase--1.60,Plate Increase=l 60 Uniform Loads gulf) Ven:1-5-11,56=-15,68=42gF_-32),17-19=10,16-26-10,11-26=8 (F=SO).9 13=1A(F=W) Hom 4-5=1,56=5,8-0=1 7)Dead+0.6 MFRS Wind(Nag.menial)Rigid:Wmber Increase=160 Plate Itlorease=l.W Unlolm Loads(pill Ven:1-5=-11,5 --15,&6--d2(F=-32),17-19-10,1626=-10,11-26-60(F-W),9-13-W(F-W) Ho¢45=-1,5�5,&7=1 8)Dead+0.6 MFRS Wind(Pos.Internal)tet Parallel.Lumber Increase=l.W,Plate Increase=1,W Uniform Loads gull) Vert1 5=15,56=15,6- 29(17=13),17-19-5,1(L26=-5,11-26=-55gF-50),943=-55(F=-W) Hom 45=20,56--20,6-7-20 9)Dead+0.6 MW FRS Wind(Pas.Infernal)2nd Parallel:Lumber Increase=160,Plate Increase-1,0 Unit.Loatls(of) Ven:1-5=8.56=8,6-8=12gF-I),17-19-5,1&28-5,11-26-55(F-W),413=-55(F-50) Horz:4-5=13,5{ 13,6-7d3 10)Dead+0.6 MFRS Wind gNeg.Interval)let Parallel Lumber Increase-l.60,Plate Imreese=l w Uniform Loads p>h) Ven:i-5=-11,56=-11,&8=,40(F=301,17-19=-10,16-2 -10,11-26-W(F=-50).9-13=E0(F=50) Hoa:4.5=-1,5E=1.6-7=1 11)Dead+0.6 MFRS Wind(Nap.IMemag 2nd Parallel:Lumber Inctees¢1.60,Plate Imreass=l.60 Uniform Loads(off) Ven:1-5=-11,66=-11,6-8=40(F-30),17-19=-10,1&26=10,1126=60(F=-50),943-60(F=-50) Horz:45=-1,Sf 1.6-7=1 12)Dead+Unlnhab.Aulo Storage:Lumbar bcrease=l 25,Plate Irwrease=1.25 Uniform Loads(pit) Van:1-A-f 0,5.6=-10,8-8=-35(F=-25),19-24=-30,17-24=10,16-25=33,2526--10,11-2S---80(F-50),9-13=30gF=-50) 13)Dead+Uninhabitable Attic Stomp:Lumber Increase=-1.25,Plate Increase=1.25 Uniform Loatls(pit) Ven:t-5=10,5 6-10,63=35gF=-25),1924=30,17-24=-10,16-25-30 25-26=10,1126=-80(F=-W),913=EogF=-5o) 14)Dead+0.75 Roof diva(bal.)+0+75 Unlnhab.Ards Storage+0.75(0.6 MFRS W Intl(Neg.In)Left):Lumber Iftsman=-1.6C,Plate immase=l.W Uniform Loads(pit) Vert:1-5=-25,5E-29,68--74(F=-09),1424=-26,17-24=-10,16-25-25,25-26-10.11 26=75(F=50).93=-05(F_-So) Hon,4-5--0,56=4,6-7=0 15)Dead+O]5 Roof Live(bal.)+0.75 Uninhab.Adic Storage+075(0.6 MFRS Wind(Neg.Int)Right):Lumber Imresse=l.W,Plate Incftaa l.W Unit..Loom(pp Ven 1-5=25,56=-29,6�94(F=-09),19-24=-25,17-24=-10,16-25-25,25-26=10,1126=-75(F_-W),9-13=45(F=W) Hoe 4-5-0,56=4,6-7=0 16)Deatl+0+75 Roof Uva(bat)+OJ5 UMMab.Atllc Stomp+0]5(0.8 MFRS Wird(Neg.Int)dal Parallel):Wmber Increal.60, Plate Increase=1.60 Unllonn Loads(pit) Ved:1-5=25,S6-25,6&-73gF=47),19-24-25,024=-t0,16-25-25.25-26=10,11,26=75(F=50),9-13-75(F-50) Hon,4.5=-0,56=0,6-7-0 0)Dead+0.76 Roof five(bal.)+0.75 Uninhab.AMc Some,+075(0.8 MFRS Wind(Neg.In)2M Parallel):Lumber Imonn=1.60, Plate Imrearn=l.W Unit..Loads(01) Ved:1-5=-25,5-6=25,&8=-73(F=47),19-24=-25,17-24=40,1&2!6-25,25-26=10,11-26=75(F=50),9-13=-75(F-50) Horz 4-5-0,s6=0,6-7`b AWMMie-WM%OuWn{vawM�rIAEAO N016 pI TM5 a G I SE m,o"-YPoo m.BBlae me B¢WdIMB90.vbM nxMv�xX ll'9 gHAkd h IIN Iv wml.ml ° dwmaoay rra<oNderoorefrenl n.:ufv dYimfaaan xn f rt 1 t.. �.i1 1 nnir i=mr�w.�alr�p�l tra,+ie ktlxgir�led M[Mlyax)bpaaticdlgte xtllfp ape rxl h)xY Wow+lY r prry SV+�BXa IMcaIMM1 ib[pe.tltlugy.NBCBMagdmYydYrNaraglrwvyrlxme aoxAXlSITIIOuoXM CIIx1a.059-09 arA 0<aI BUWYp Cor,paMn1 aab,.FL 33ihO .LMYy Mbrmbn mdRH Yon Ina M69ia994e.11BN.lea SnceL S11e912 Nem'vJM1i VAR2I1.1. Tnp,FL 9910 . pe n4eeap 1'd]fipq T35 POpF TflU68 1 I � JOU Relelenef o Ibrel Wdrq COfpYwd 6ygfy,.lett.Wp,FI L256 n:a 110f AW13120f]Vigj;f0s May 62a1]MLBF IMWiW.Ye WB]Mf20174 ID:(MCIFg51%38jgLK3196cz5n0U-hHl>FJszHIPHCZIUo1(91)FLW21a6seOR]r4xCeFAz AB L2 660 T7. 16]A 'M]-10 21 2b]-] 2&2-0 1 840 4-08 541 5-01 0$2 339 3b3 4x5= 45= &8= x10MT20Hs= 1612= w II 4x10= Sda-fa6.4 1B 2 3 18 4 6 8p ] axe ]x14"rs= B II IB yb- 8x12= 3s4- _ 4 3xa- xID= 22 13 0 11 10 4x10- Bx121,1hallm- 3x811 1] 21 16 15 2W I I We= 'bA 640 14]9 1548 24-10 2 9 26]-0 28-2-0 440 b-8 841 809 46 2 351 9$8 Plate Oftsefs lXVl- 1438 Q2-0I 15'01-.O3011B'Etl0a 03-8114 444111tQ6 11120&0 6301 1 3 0 2-042-0I 1146SB 0.381 LOAgNO(pact SPAgNG 2-QOT ..",..B CSL DEFL. In (roc) Utlafl ud PIATES GRIP TOLL 20.0 Plate GIP DOL 1.25 TO 0.92 Ve1(LLj -0.5] 11-13 >58] 240 w2fo 244/190 TCOL 10.0 Lumber DOL 1.25BC 0.95 Ve1(TL) -1.2] 11-13 X266 180 W20HS 18]/143 BOLL 0.0 ' Rep Suess lna YES WE 0.99 HorzRL) 0.64 B No We BCDL 10.0 Code FBCIIRAFP12007 - Welghl:319 to ET= LUMBER- BRACING TOP CHORD 2x4 SP 1,10.2'Exaaer TOP CHORD Shammed or 1-94 od purllre, except and mrNes. 5-7:2x6 SP No.2,3-5.20 SP SS BOTCHORD Rigid ceiling directly applled or 2-2-0 oc bracing. Except: BOT CHORD 216 SP Nutt Excapl' 1Row W mitlpt 3-14 1S1T2x6SPNo.2,315:2x4SPNo3,1411:2x85PN0.2 62-0 oc bradrg:812 WEBS 2x4 SP No.3'Eme,Y WEBS 1Row at mitlpt 1-17.2-16,511 ]-9,5-9:2x4 SP No.2,4-12:20 SP No.1 Web Breos:Lsngm(member) 6-9.10(4-10); OTHERS 2x4 SP No.3 MiTek recommends that Stabilimre and required cross bracing re batalled tluhng truss erection,in scompenoe WDM Stablift. REACTIONS. inverse) 17=1131N4-0 (min.00.1-8),8=1226r0.3-8 (min.0-1-13) Inslellatlon emed Max Holz 17=14(LC 9) Max Uplift 17-342(LC 8),8=302(LC 9) Max G. 1)=123r(LC 18),8=1553(LC 16) FORCES. (tb)-Nall.CompMax Ten.-All resume 250 gb)orless exceptMenshown. TOPCHORD 14]=-1111/381,1-18=-520'14),2-18-UW14],2-�-86923.319=-1031263, 41 9=-103126 3,4-5=9591/1558.59=34]1/105,620=346]/BCB,]-20=-346]/BDB, ]-B=-1040289 BOTCHORD 316=-0l IHB3,1422=-254(8409.14 I= IW]27,2-1 t1i1M7, 39=36252 WEBS 1-16_-311/1108.218==-WV08,51-1 -SAI8-10=-2-2121,7-9-1 3]1321, 4-13=1212/40.11 2-13-301/189,5-12=93r888,a-10=-25/352.]-B=TN/3331, 5-9=3TNA161,12-13=483'1]86,412=1331/5590 NOTES 1)Wing ASCE 7-10;VUH-130mph(3-second gust)Vaud=101 mph;TCDL-5.0ps1;BCDL=50Psi h=25fl;B=45ft;L=28ft;save=lft;Cai. 11;EMP C;End.,GCpl=0.18;MFRS(diumborel)and CC Exledor(2)0-1-12 to 39-12,Interlor(1)31-12 td 2604 mne;PC for membem and tomes 8 MFRS for reactions shown;Lumber DOL=1.80 plate gdP DOL-1.60 2)Provide effectuate drainage to prevent error ponding. 3)All plates am MT20 plates under olhelWse Indicated. 4)The Voss has been designed for a 10.0 psi bonen clmN live load nonconcutmnt With any other live loads. 5)'This truss hes been deslgmetl for a fthm most of 200psf on Me loo an chortl In all areas wfiem a reclangle 3-6-0 tall by 2-0-0 area, Will fit bNwean the bond.clwM antl yet.membssm,WDM BCDL=10011. 6)Prolde mechanical cont ion(by others)of truss to fissuring date dapable 01 Mthstantling 100 In uplift at joint(s)exoepl gt=1b) 17 42,rt- 0 . 7)AfBc room checked for I/360 Eeflectlon. LOAD CASE(S) Standard psmar asflex MkmppHnM aammmadmdmfia r...MC.d W]EKMFEN4Nfi ..M]4 .9EW6EV8E (atlP�Wtllwuw wme". MT duronn mroms rs.IMtlnq,6pastloMYrV'I drm, eters '-v Hdarmm Mlµyq Wpde wrgr,enl rot I�wf'rytan �1ae�,IMtWrlx)�MN£wr moat veMylM a{TAkatlIN of CeLI{,raamnlasm0 raW�a4Yf WdWo@ Rk WLLT AblluovarW adorn eexga. amf9s.xerwafomf�am 1.Ga>Molnrwubll�weoa.r/aem,lmarm,�.om.oealwelemeerwmacen�mfel aocMv Me ' adwayf reaAee lu lmlmmefowexaal�osaeewmmw>eF1e r*+wra rd.y ml wopelvdm,a9a. Fm9e,..wwemea re9ad<yIM Iaakalkxx efao3e.tlNHay.ereclFinaW M¢Iryr nllnmexaMlnm:YSlem:.we,Wsl/IPII4wM/Cdxb,bse.HaW aLy BUFIipCanparxnl e0wveb10 . sddyeiNeaellea awoae xmi n�Hrne mmnne.zle N.lee sneer.=....a1z.wexmdb.vnzz314. T.iry.,FL >361p o rias IUS6 ype 17 � T1114BBB1 14BZGIW T36 RaJFTPIIss 1 JOL RekrBMe rotationall BWnBGmpran$Iggy,J9cWIrvIM.F13Ye58 Pun9.Mo-1511 SI%30 K388eZ DUESSL"Irs1gT.lx WM A® 7"zmT FBWW I g jgtl z+n 30kbnGVMWBVrOFD]NBIJxYgnbtlltzFtlry b2 863 130.13 P50 21ifi 23642N-] 2829 4-49 bbd s+ll blo-t4 z-L14 17 3b-0 Na 11 fila hno= s.9= 4.5= a4 I 4s= Sole-1:68.4 1 17 2 318 16 4 5 6p ] �� to T11m I 0 I II 5d 4 II 16 21 4P 15 14 36 II sre= ]xIO= 3, P wo6 1Bs3 112 6.to-t41 zb]a 436920 alo-9 4To 3S1 3 Pleie Onsets lXVF- ra:o-3-1 z.o-z-0l l]:o-z8 o-x-ol I12:a58 o-sa1113:a]-o o-381 Ii5:oalz Eeuet LOADING(pan SPACING- 2-00 CSL DEFL. In IT.) Veal! Ue PLATES GRIP TGLL 20.0 Plate Grp DOL L25 TC 0.58 Ved(LL) -0.531&16 >637 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Ven(TL) -0.921&18 >365 180 SCLL 0.0 ' Be,Stress krnr YES WB 0.89 Hor2(TL) 0.45 8 We We BCDL 10.0 Code F302014]TPIWO7 Malllx-MS Weight:276 to FT=20% LUMBER- BRACING- TOPCHORD2x4SPNo.2 TOPCHORD Sheathed or 2-54 do Wntm, except and wricals. BOTGHORD 2x4 SP No.2'ExwpP BOTCHORD Rigid Cas@g directly applied or a2-S oc bradrg. Except: 15-16,&12:2x4 SP No.1,10-13:2x8 SP No.2 TBlace: 2x6 SP No.2-4-13 WEBS 2x4 SP NOS'Excepl' WEBS 1Row at midpt 5-11 7a,5 9,4 12,12-13:2x4 SP No.2 T Brace: 2x4 SP NOS-1-18,3-15,3-13,12-13 OTHERS 2x4 SP No.3 2x8 SP Nog-2-18 Fasten(2%) T and I bmcas to narrow edge of web with 10d (0.131'x3')nets,sin o.c.,wilh Sin minimum end dlslanw. Brace must cover 90%01 web length. JOINTS 1Brace at Jhs:8 MITaft rewmmen0e that Stad1lzem antl required cross bmdng be Installed euro Huss eredlon,In accordance Win StaNtzar InetNlaton aide. REACTIONS. (!Maize) 16=1139D4-0 (ntio.0-1b),8=122&038 poln.0-1-12) Max Uplift 16-346(LC 8),0-29gLC 8) Max Grey 16=1202(LC 16),8=14611LC 18) FORCES. (Ib)-Max.Comp./Max Ten.-All forces250(Ib)orless excapiwhenshown. TOP CHORD 2-16=6]1/1]3,3-18=-6]1/179,319-765/213,4-19=-]65213,45=4SM/1107, &6=-295 26,6-20=-295O'T26,7-20_2950/126,7A-1 5/302 SOT CHORD 16-21-16W521,21-22-16W521,1&22=-1&/521,413=-241018]8,9-12=-1140/4]]9 WEBS 2-16=-1037/335295=-01/569,31 5-4 0121D,1315-234/]19,0-00=-09/324, 11-12=-5315r251,5-12=-113/819,]-8-73212993,58=-1949151.4-12=-1024/4405, 12-13=684/3188 NOTE& 1)Wind:ASCE 710;Vult=lWmph(3 wood gust)Vase=101mph;TC'OLd.Ops1;BCDL=S.Opsf;h=251L 13�45t;L=26t;eaW-Ift;Cel. It;Exp Q End.,GCpl-0.18;MFRS p1 maore)and GG Etdellor(2)0-i-12 to 3-1-12.IlHedogt)31-12 m 2664 zone;6G for members and comae A MFRS for reactions Mown:Lumber DOL=1.80 plate grip DOL=1 60 2)Provide adequate drakage to prevent water forcing. a)This Buse has been designee for a 10.0 pal bottom chem live load ronconcunent war any Omer live loads. 4)'This truss hes bean designee he a live load of 20dnef on the bottom Mora in a11 areas where a redargla Sao tat by 200 vnde sail fit between the bottom chore and anomer members,with BCDL=10 Opef. 5)Provide mechanical mnnecllon(by ottlerel of three to bearing plate capebls of withstanding 100 In wilt at ioings)accept @=1b) 16=346,696. 6)Wanting:Addikolan permanent and stability bracing for truss system(not pan of this oomWnenl design)'a always required. 7)Attic mon Mecked for 113130 tleflecton. LOAD CASE(S) Standard Q fivina a-VXy NYan pvar .wis aNe ow Zea.IYZYYd 4mess.1 u44E1.1.Z4Zs m.1.I6 ef30KYaf fia131 Wm lam MYw1a1 NYlek®canwckn.RA�Y3n k6avd wYY ulmrnitmxlen Lwwn agBMm MN[kM p4aTpmmryxwnl.ml hIIn Invasion deGan�. Ironton M .t1 0 l. te10ple E-1IMmSslIIIind.1.WuMcdml .mandl,arvuMaoo nne mWlvnPwUPeM k1uW%lale xNembn Ma II¢oveltll M]IMVJ bmM WaWlalnaw,IbxM MRe k' ron"iedw'ves,IleelahtlllY aMlornons lcdkge anon now wens, mtl P4wMETWe.s. WaaepMh�cerepntlp Pe swer, xlaye.tltllvay,evxlkln Ho MacYg of lnrsoan.1sure OrI aANa91H1V /MIM ,pH-MaW aC51WMn9CanppwN LYM E, EM eNtl. 9pbly MpinOeT awlade hen lnm Palo MtMa 418 N.Iee STael.Slb312 Ne[OaMo VRYIai Tempe,FL aYte ° nes yea RBB iR6]BTOA T3] 'flCOFTR1155 1 1 IJ°U PBhroIMa o YaW &N]L'q CwrPwleN Su[pr/,.WkAIWLY,F132256 PUn B.I10¢xMr3l Roti RI01.8110¢M. 6R7 ]M]W Muellin lrc We01yY 1]WS]:O PoI]ip01 IO:Gi5MFg51%3819CK3186a�.nDU02r5L1301mnGVMYVBVIOFKnpaPRRTlpnftluhFEty ,128 7tr. 1}040 _ Rp61R RR-1°I 2888 �14d ]dB 6e1 f— - 6&1 R30 R-0I 4,5= 2x411 son 5x12= 4411 4M= Sub=1:6&4 1 16 2 17 3 4 5 8 1 T �- AO= 0 4x1n= 9 e, Y9 � c Z7 �= a 15 18 16 18 1�. _ 2 W5 11 &411 We= = airs 11 0 I 1}8118 }._ 3w.M °�1i z.}e I ?N'ss.s 60- 6TJ Pieta OXBata(%Y)- 13:0340.30114'08-00-2-01110:03-00-2-21111'0-312 D131112'0-2-120-1-81114'0380-031 - "a(paf) SPACING 2-00 CSL DEFL. In (roc) UtleX IM PlATEB OIIIP TOLL ffi0 plate Gdp DOL t25 TG 0.64 Ved(LL) -0.041415 �9B9 240 M120 244/190 TCOL 10.0 Lumber DOL 125 BG 0.73 Vertri-) -0.0814-15 >999 180 SCLL0.0 ' Rep St.lna VES WB 0.48 Horz(1L) 0.00 12 Na Na BCDL 10.0 Code FBCWI1 PI200] Matrix-MS W61ghL2631b FT=209. LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD Sheathed or 6800 oc plXinB, except end verticals. BOT CHORD 2x5 SP No.217,ment' BOTOHORD Rigid ceiBng directly aplled or 5-03 oc bradrg. Except 9,10:2x8 SP No.2,R11:2x4 SP NOS 1 Row at bropt 4-10 WEBS 2x4 SP No.3 WEBS IHIM at midpt 69,2-14,313,4-13,1-15,1-14 JOINTS 1 Braceat Jt(s):8 MITek remdmmel that Stabilizers and required cross bracing be Inslalletl duhrg V1aa erection,in accordance MM Stabilizer Installation aide. REACTIONS. (IWX Uplift 15=74IND 4,0 12n 313),12=13690.3L (into.0-21) Mex G. 15=814(1 C 8),12=176(LO9) Mex G. 15=914(LC 18),12=1]61(LG 18) FORCES. (M)-Mex.Comp.Mlax.Ten.-All tomes 25)gb)crises exceptw n SLOW. TOP CHORD 140-3281129,2-16=32&129,2-i]=-323/125,31]=323125.34--256/911 BOT CHORD 14-19-9825,1319=98258,10-12=-1823/411,10-11-134G'426,4 It-1262/434, 8-11-881/146 WEBS 2-14=471241,313=461243,413=-201!]84,1-15=-W7/329,4 8-16Sr7l 1. f-14=24MM NOTES t)Unbalanced rant Live IoadS have been considered torthls design. 2)Wind:ASCE 7101 Vult=130mp1(3seeond gust)Vasd=101mph;TCDI5.0pat BCD1=50psi;h=2511;871511;L-2511;eave-Lft;Cat. ll;Eap C;Enc.,GCpl=0.18;MFRS(directional)and C C Exledor(2)0-1-12 to 3-1-12,Intedogl)3-1-12 to 2539 zar e;C-C for members and forces&MFRS for reactions shown;Lumber DOL=1.60 plate fide DOL=1 60 3)Protide adequate dr ilnega to prevent water ponding. 4)This three has been deigned for a 10.0 pat baUom chord Ilve load nonconcurrent with any other live loads. 5)'This tmss has been designed lora live l0ad of 20.Opai on Me bottom chord In at areas where a rectarge 3-8 0led by 2-0-0*do Wit III between the bottom WOW and any other members,Win BCDL=fanner, 6)Provttle mechanical connepion(by othere)M truss to bearing pate capable d withstanding 100 to uplift N joints)domain 0Wb) 1503,12=384. 7)Me team cnecked tar LeUM d°nealon. LOAD CASSIS) Standard QwINWa-Yw YMYTpvwrMx¢wp RGaNO1E5'PV ofte IN°MLLUBLa YnfxaaiFIIINCE II°EY4oam.l°O ,.aaFPRa des, Doi want only AM Mlek®—Icrrs.RE Sears,xL tlWYN Manxrengpwn.mtlhlwmtlWUMM dAtArin cornpnw ,-1 Inmsy6ln W1ae1� gtkN,}wrinW veMy Ra ar;Akatllfy ol�tlal paamelertarxlq�eaY tlrcwpaale MticSMnlnlo Me ovaatl Xdr�e[�Ffrted L�IIrhoul,`aditiP 'p �dwyu'tlW m�Mr1 M 'r WDM Ilvv`1na Ilk ro ' raMcoMlsMage,tlelNery.ehB[pMagp0.yrq ollnmeaoq m®¢wrsmc me6Xal/IPllpgyt/CMNp.p9a-leap aeYWglp GrlParwtl °¢v.b F-131. So Av bnrtlbr w6Y1e M1an 1rlalMle xlMule,RIB N.lee Skint 9l he 6h2 Nomeoo.VA aMia .,.,IL 3310 o lies cls ypB 1re)BTOA lil4M3 T39 ROOF TPop3 Job Rehre017 o Orel BWJYq CaryuiuX$ipx�,JatNWrniw.FlRR56 qun:81 D Gf5e31201]Pm4311ha 66e1)U—YL4r Ww.M WMwy11re3)area �e IO:Gf5xIFg51%3819dn2]IB6cz..Is PUYL4NwTVV]IIIOMtlnYK?Id,aushardl 305ddix -ile .., 14111 2232 ..Is Is 2624 td-0R 6010 )3H ]SY 1P1R a44 46= 95= eae 6x12= 'G4 It 46= 6ssI..I65.9 1 18 2 17 3 1B 4 5 6 1 B Fl4 3@_ 4x10- _ 9 % ¢ 4 d d 8 �= B 3i5 11 1s 18 14 p 13 21 1R x9 11 fat 4.10— 3x4 11 1a1z aTd 4111 z z4aa 40 o zo Plate OXsas(XY1-- M:gOQg-&0111003-00.1-101 Ht:b2-00-181114'05-O OJ-81 LOADING(psi) SPACING- 280 CSI. FHrrz(rl-) EFL. In (Ix) = UU PLATES (TRIP TCLL 20.0 Plate Gip DOL 1.25 TC 0.55 .",L) 0.031314 >999 240 MT20 244/180 TCDL 10.0 Lumber DOL 125 BC 0.45 emTL) 80813-19 >999 180 BCLL 0.0 ' Rep Slwse lna VES WB 0.51 0.00 12 Na Ne BCDL 100 Co0e FBC2014RPI2007 Worl.MS WNghl 257 to FT 20s, LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Shammed or 840 an purire, except end versatile. BOTCHORD 24 SP No.2-Excit BOTGHORD Rigid failing direcllyappied m540-10owing. Excepl: 9-10.2x6 SP Nrr2,7-11:2x4 SP No.2 1 Row of midpl 4-10 WEBS 2x4 SP No.3 WEBS IRaw at mldpt 69,114,413,1-15 OTHERS 20 SP No3 TBrace: 2x4 BE No.3-2-14,313,213 Fasten(2)() T and I braces to narrow edge of wab wish 1 W (0.131-ff)naps,61n o.c.,w9h Nn minimum and distance. Brace must cover 90%of web length. JOINTS 1 Brace at Jt(s):8 MITo'rewmme0ds shat Swbili=end required twee bracing be Installed during nines ereof In accordance wish Stabllh., I'eut'atlon aide. REACTIONS. (I es12aJ 16=783NS8 (min.61-8),12=1261A,34 (min.O1-14) Max Uplift 15=300(108),12=-W2(LC 9) Max Gmv 15�7](LC 18),12=1587(LC 18) FORCES gb)-Max.Comp./Mat Tm.-All forces250 gb)orleas euceetwhesmarin. TOPCHORD 1-16=-344/120,2-16=-344/120,2-1)_31WlW,T7-1B-31Wl W.31q= lw106, 3-0=-319/1Ofi BOT CHORD 14-20=-12W344,13-20=-120/340.10.12=4435CiB0,10.11=121&412,4-11=-1145/420, 6.11=-444/116 WEBS 1-10.257032,2-t9=-448/300,313=-424259,4-13=200/]52,1-15=-]641323, 48=-104/459 NOTES 1)Unbalanced root live loads have Won considered for this design. 2)Wind:ASCE 7-10;Vult=1 Mason(3-aepmel gma)Vasd=101 mph:TCOL3.0psf;BCDL=5.0psf;h=25X;13=45n;1_2611;aave=oil;Cat II;Exp C;Enol.,GCp1=0.18,MFRS pos eQbnep aM G Extetlor(2)1-512 W 4512,infer 4-5-12 to 268]mns;GC for 1 members and forces 8 MFRS for reectlore shown;Lumber DOU1.60 pale gip DOL-1,60 3)Provide adequate manage to prevent water passing. 4)This mas hes bean designed for a 100 paf bosom UmN live lead nnnWrWunenl with airy Oyler Ilve Irede 5)'The Wee has been designed for a live load of 20.Opei an she bottom Ohom In all areas where a rectangle 360 NII by 2-0-0 wide will lit belureen the banan chord and airy other members,wish BCDL=10Opt, e)Provals mechanical connection(by others)W Wes to beedng plate WWe of withstanding 10010 usm at)olnt(s)except at-lb) 15d00,12=3112. 7)WamW:Additional permanent and stability bracing formas system(not pad of this comporml design)Is always maulwo. 6)Add.recon whef tar I 0 reflectors. LOAD CASES) Standard 0 wAµ4xaWry,wws,e w,e auoxoTss ow1µs Ono nvnmeoµwxasrsa4xcse4ea4w]mr...usaaslsaasoaauea fieipl Mates uvi Mvw1m M15kW .ftumssdam mraRrWw .er w.ddel cnnrecMnm.Rm6ro-mmYy{then.rulault.yihz�rmy °malars Lwwrtwagw. eewl°irr'lami y-,.u. a .ae Mm9 e@dIYvpagmmma leaenrrow�o..vweenl aMl oval dents. dwayiryvemi'refMt ovoids or"p9-0aM sor1 anEaYq Compaxnl azu k• 3M now ha in..a.2e n,.1a1. g312 NemM VR.114 . Terry.FL YJafO rat lust ype y lea/YTW Tao {LFT IIH4N,1 eW9q Cmponaol 1 1 Job Reference tonal SugItJ.JMbonuYh,i13YLY Run:a.110e analeat71'dol 811031.4 6201]Mlq[InCUN6n IrC WWMay I]MS]:M201]GWe1 D:Gf6XlFg6lM]gdnZ3196cz5n6u<EPUYL;ZiWV7;DMd.YK NMerphuRKWNFdu t2 YB9 IL28 YGO 6-08 I b4E I axe 2M II 66- 5,12= Sure 164.7 1 11 2 12 13 a 4 vv10 4x8- 4 6 � 8 14 ] 8 15 AI ryg= 6xir 790 1380 2200 ]-BO 608 62A Plate OlfseN(XVI- 14'438 Q3-Ol COMING dost) BPACING 2-0O CSI. DEfL. In (loc) VOafl Utl PLATES GRIP TOLL 20.0 Plate Gtlp DOL 1.25 TC 0.92 Veh(LL) D.25 " >999 240 M720 244]190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Veg(1L) -0.41 5E >631 180 ,CLLSheet Incr YES W S 0.32 Horz(iL) -0.25 10 We Na BCDL 10.0 Code fBC201OTP12O07 MaM.MS Welgld:17211) FT=20% LUMBER- BRACING TOPCHORD Plot SP No.2 TOPGHORD Sheathed or 2-2-0act purirls, except and windows. BOTCHORD 2x4 SP No.2 BOTGHORD Rgid telling directly applied or 1O 0O 0c pressing, 2x4 SP If.3.ExcapC WEBS 1Row at midpt 1-6,1-7,2-],3E,<6 18,65:2x4 SP No.1 MITeK racommsMa"het SteDlllzers and required cores belong OTHERS 2M SP No.2 be Mttalled dutirg torts aealon,In accordance wing Stabilizer labuildlon aide. REACTIONS glVaiae) 8=868b4-0 (min.O.AB) Max Uisi88=J23dLC 8),10=E12(LC 9) Max Gmv B=1D18(LC 17),1 O=973(LC 17) FORCES. (Ib)-Mei.Comp,,14i Ten.-All form 2W(Ib)or less excegif el en shown. TOPCHORO tE=88]243,1-11=dM/133.2-11=47&133,2-12=4A1136,12-13=-4]]/136, 313--4Toln 34=>77/138 BOT CHORD 8-7=13614]] WEBS 1-b242/838,2-]=445296,3 c-441298,4E=229?/2 NOTES 1)Wind:ASCE 7-10;Vud=l3Jmph(3 second gust)Vad=101mph;TC0".0psi;BCD",gasi;tt25K;8 51";L- 411,eaveAB;Ca". 11;Ed,G Encl,GCpi=0.1Q MW FRS(directional)and C-C E,derlor(2)Q1-12"0 3-1-12,IMeh0r(1)3-1-12 to 214-12 zo11e;C-C for members and fomes 8 MFRS for reactions shown;Lumber DOL=1.60 plate gdp DOL-1.60 2)Protide adequate dmingge to prevent water ponding. 3)THIS teas bass been designed for a 10.0 psi bottom chord IIYe load noncoscurrent Will any other live loads. 4)-TMs"mss flea been designed for a live load of 20.0pst an Ne bo8om chord in all areas wllere a rectangle 3-&0 tall by 2-0-0 Wall MII f1"between Me bogom chord and any other members,with BCDL=1O.Ops1 5)Beadngatioint(s)10cw demparnieltogrenvalueaing ANSI PI1aWletogminlounula. Building designer mould early caoacig of bearing surface. 6)Provide mechanical connection(by others)of truss to beating plate capable of wlthstending 100 lb uplM at loings)except M=ib) 8=323,1012. LOM CASE(S) Standard Qsega eY3reyWwM P/w1MeaMNJ0woR4 PY 11XaIMIMLLU0E6tl2a eF£Ea4XCE PIaE.ILL)?J m.1eRi10I6KWeEVBE 4WD wWtlMusolYyMb MIe2®cmMcbn.11ttlaLL}1k MMaMY Wa'1 pionnim3ypµn ayhlamlulMMf dlyp cm�lwnl rot InmeP¢Iae�.dvi pYUlp tlseTlpl muslvaM1y Me gpMgplry ul�tlpl paomaersaM qugnNFcaPwale R4t�LLy1lnb Meavrdl dWlp de trAgn. 9MYp YYtaledhlo Pevenldtl9pNM.A1W 1�wat�m]/a cfntl memCelS dYY-NYJdcr✓14mWarymipemlalnJN0CYp MRek' Npollnvesav]M1vaeWwnc weFH51/IPII GUWIY QIMp,pae.BeaW K51 WYl19 fATpanx4 6WI Pohe Eep Bee FL t) adMybbmldbl wd2Hhan lrva RNe MMde.21aN Lee Shaef.9Ma12 Nexu�]M VP22311, Terry6. 33810 tossva ype y 1Rle]M iso ur F + 1 I Job thisrame.f, nnmB BMpnBCwry3neMaKph.46cYmmi6F19R25e Runelm9 W1a1 R01]V+IM-911n9WY NUI]MTNbW9r-r WW u7 ]m5]pi Mf]Po 1 ID:GStlFg51%381WK31BBcz5nDUiOrel115TGC1_BMUGxIaNlt]FKMW JFVp]51kyZV. T� 4la 46= b8= 4xi 4x58-e Soo-161.2 1 11 2 12 13 3 14 4 5 A d 10 15 p 16 a 17 i 6 'h4 4x1a= ®no= 34 eo iiio o rz Plate 011aets(XVl-- 180-5063-01 LOADING goal) SPACING 200 CSI. DEFL. in goc) hall UC PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TO O.M Ven(LL) d.14 510 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Ven(TL) 4).29 9-10 a895 180 BCLL 0.0Rep Stress lher YES WB O.0 HOrz(TL) 0.01 6 Na No BCDL 10.0 Code FBC2014hrP12007 Mathi WeighL18711, FT=2096 LUMBER- IU ACING- TOPCHORD 2W SP N0.2 TOPCHORD Slashed!or&60 co purlins, except and warless. BOT CHORD 2,4 SP No.2'Exa3pl' BOTCHORD Rigidca§ngdirectlyappliWor10-0-0DEbredng, Except: 68:2x8 SP No .2 6 0 0 no ended,78. WEBS 2x4 SP NO.3 WEBS ]Pow at mMpt 1-101-9,2-9,38,4-7 MITek recbmhmh s that Gabillmrs and required Eme3 Dradng be Installed Outing Huss erection,in accondanCe WM Sablllxer Installation u,,w REACTIONS. gN.I.) 10=87&0.4-0 (min.0.1-8),8=836N-38 (min.0-18) Mex Up111110=-324(LC 8),8=306(LC 9) Max Gray 10=975(LC 17),6=943(LC 17) FORCES. (Ib)-Max.CompJMax Ten.-All forces 250(Ib)orless exceptwhen shown. TOP CHORD 1-10=-8221353,1-it=482/158,2-11=4821158,2-12=-0821158,12-13=38&158, 313=482/158,3-14=-038V142,4-14=4361142 BOT CHORD &14-14]/44,898=-14]/444 WEBS 1 P_-28&812,2-9=-52G3i4 4-8=_-32050,36=509/315,4-7=982/3]5 NOTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vaed=101mph;TCDL=5.Opsi;BCDL=S.O,d,,h=2511;Bili L=2411;eai Cat. 11;Exp q act.,GCpi=0.18;MWFRS hiirecgoner)and 0-C Exterior(2)04-12 to 3-1-12,Intel 3492 to 2100 zale;G-C for embers and forces A MW FRS for readlons shown;Lumber DOL=1.60 plate grip DOL=1 BO 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psi bottom Elford live lead nonconcunent arm any other live leads. 4)'The buss has been designed for a live load of 20.0ps1 on the bottom chord in all areas were a rectangle 3-6 0 had by 2 0 0 Woe w111 fit behveen the Whom chord and any other membei with BCDL=10C ef. 5)Provide mechanical correction(by others)W truss to boadlg plata Escalate of withstanding 100 to uplift at joints)except(It=lb) 10=32,8=30. LOAD CASE(S) Standard Q WRasi wasoare, vmam m4REIONOrEH0Y]M .ffwx.W]ExaEFEa .n4QV.1] —16AVM16aEWPEVSE I1.,11tl0+wr wJy WM Tn mnrecMm.RAtleWlaLm9tlwYY R"x+Na<relers Ttrrm.a'dbIormlMluMuallWdti' tmipc¢nl.rvil dlMr9d n. bri1.1 e3�6 M� ,.N or....wer,./..hr-1v. IHktlMv�iM+nnL+�mtllp'iroeen lxrrwlMqq Bk ekxrye.tl atla"o19r so rGntlMnrw mwnvenleWgm xM W4Me PeM^x1 ylV mO pq✓+M IXmq)a ni pew^e9 ryle+m.-e+eg9O+q Me Mrr Iadkalkxr elruery areclbnaN aaJrp of arm9ard lnmwMemtxM1111/IpI WUFIy cMnW oseayaq peal WlldnBComWrnnr sew V.M.EM aM. ayelyk4pmrW+avthlYe ttcm Impale NnM➢e.RIa N.l9e Shwl,yM31R.NBm'tlYi V4R23I4. renpe,FL ]3610 pe 4pB ,2aMTM 11011, "W i"hm IUW 1 Job Reference(entered), 6IAry Uvelovwil room Jedonew.Fl3a[EB gine110v-1.1 Q0 ..3-BI Wy 8 R01]MT kIMWXU IrE,WB3W I]N'e]D]2m]PB0e1 ID;Gf5dFgN%38jgdK IKxxx5nDU-4OxeIb5TGC1_BlhuGwadift nCOULAc Tfi per A,.) SBL 1p165 43.E 560 SH 10610 4x5 N, 11 Ni = LA II IaS-w Stars-15].] ' t3 3 14 3 ,s 4 16 56 12 17 11 10 1p 19 S ZO 6 ] (G bar II 4e10- N41 8,10= Wil Soso I 15aas oso Plate OfNNe IRY}- f9;O3-603-0I LOADING(ysl) SPACING 200 CSI. DEFL. In (la) VONI Lb PIATES GPoP TCLL 20.0 Plate Grp DOL 125 TC 03] VaW L) -0.O4 B-9 i 240 MF2p 2441190 TCDL 10.0 Lumber DOL 125 BC 0.29 VadRy -0.OB 6-9 :w 160 BGLL O.O ' Rep Sbess ince YES WE 0.40 HorzRL) -0.00 ] We Na BCDL 100 Code FBC2014RPI200] Matrix-MS Weght:207Ib FT=2056 LUMBER- BRACING- TOPCHORD RACINGTOPGHORD 2x4 SP Nn2 TOPCHORD Shrx&xd.r6O0a,ri iixied6ndvali0ale. BOTCHORD 2x4 SP Ni'Except BOTCHORD Rigid ceiling directly applNtl or 6-0-0oc beading. ]-9:2x6 SP No.2 WEBS 1Rowrd exi 1-12,241,310,49,5-8 WEBS 2x4 SP No,3 MiTex recglnmends mat Stabilixars and required cones bearing he tested during truss erection,In accordance with SlaMllxer installation guide. REDUCTIONS. Max U) 12=15rO4-0 (mart 0-1-0),1 ),7=13-8 (.10.01-8),]=3d&03 0 prin.04 B) Max Uplift 12=1139(LC 7),10B312(LC 9),).N36(LG 9) Mex G. 12=386(LC 1]),10=1145(LC 1]I,]=364(LC 1]) FORCES. (Ib) Mev.ComplMax,Ten.-Ail turas 250(Ib)or lase except¢Ten shove. TOPCHORD 1-12=-31]209 WEBS 2-11=-35]263,3-11 9fl✓35],&10=9081360,4b=353261,3-9=-140/385, 5's-335204 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=13gmph(3-second gust)Vasd=l Otmph;TCDL-S.Opal;BCDL=5 Ops[h=25h;B�&f L- 41t;ave7tK Cat. 11;Fad C;Enc1.,GCpii 18;MFRS(direMona l)and C C Exterior(2)0-1-12 to 3-1-12,Inlerior(1)34-12 to 21-5-15 xoa;C-0for members and forces&MFRS for reactions shown,Lumber DOL=1.60 plate grip D0L=160 2)Provide reacted.d sire,to prevent water ponding. 3)This flues has been designed fora 10.0 flat bottom chord live load nonconrurrend Win anypmer 11.lads. 4)'This truss has been designed for a live lad of 20.0psl On Ne bottom Chord In all allies were a rectangle 3-6-0 all by 2-0-0 nide x111111 hot.Me boll.chord end any offer himer e,Mh BCDL=100,f. 5)Provoke mechanical connection(by odhech of Vuas to bearing plate capable of Withstanding 1001b uplift at joints)axapf Gt lb) 12=189,10=312,7=153. LOAD CASE(S) Standard Q M1NY/O VMryLetpn pvxnarne=naaEI0 N0iE8PYil®IXa MCLY0E0 MIrEN aEEERI NLE4IG t BFPO E E Idl 11VWfMteeuNY raxr 6x 1a Y6 a.wvp`Inn.IMtlaWj,p WSOpYYym paane,ersihown.a,dhl M . . LW ryMmn Wlaem xl .rpaedpn,lunvtnNxa o{TAkttllN of r�t�RNamele2oM qulrM µ °Lvare d«a. atayLaarnadelwNYaNINaulpaxwLaanWwaoaw«dlomma.warswv MiTek hW.vi boli byes"", tlbpred"ungmv.�PmY3."Yearre, gdelesaft, ke 1 li O.dis.TMeNM,lbx n, IdTcaMLesses .tl9xuay. fres. m]EW ryeemE�eENN/Ml Grdllr pee-09 and 0<SI BUIWM9Comporrenl 00 Pe Mee ONY. .1y41y YlMlrgxpn aMWeM1dn Lin Rule xuMxe.31a N.W$WB1.9yk31211eme]M VA2D11. ierrya.FL t py a rLL59 itllaeB% 12e1eTM i12 Mi 1 Job Relxerxe o clonal BJpYp CMpmwtl Si¢yfJ,JaWmVYp,F132L58 flM'.9.110aabdFtAt*jQdn81109AY 8'dWErI65IW pG s05UA )W:s]OB20P6W ID:OM.ttIFg51%381gdK3M&z5n�U-YEWEz1651 WAmpGIgsO5hP02AYW2pT_MIp151Fdiv is l sea l tDlos I. zl�so 1 zl a� . D 04 2Tx1d- tiesll aa= 3mle=t:sl.s 1 tt 1 13 2 16 3 IS 4 16 58 a 12 17 fl 13 to t9 B 'm a ) bell b(a= . 11 &to= 2z 11 211112 D�tDS S80 xr t 11 opal .12 Plate O115eBKY),. f90.3-80301 LOADING (tett SPACING 2-0-0 CSI. _ DEFL. in Jim) IMA Vd PUTES GRIP TOLL 20.0 Plate Gap DOL 1.25 TC 0.3] Veh(LL) -0.04 B9 s999 240 W20 241/190 TOOL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.09 8-9 X999 180 BCLL 0.0 ' Rep Stress Icor YES VAB 0.43 Horz(TL) -0.00 7 We We BOOL 1UA Code FBC2014i7Pi2007 Matrix-MS WelgM:tg91b FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Sheathed or 6-0-0 oc PuMos, except and vehicles. BOT CHORD 2x4 SP No.2'Except' BOTOHORD Rigid ceiling directly applled or 8-0-0m bmaing. 7-9:2x8SPNo.2 WEBS 1Rowatmldpt 1-12,211,310,4-9,58 WEBS 2%e SP No.3 MiTek recommentls that 5lebiIt-is end required crosa bracing be imtalleal ouN truss erection,in accordance Mth Stadlimr Inetelleli0n aide. REACTIONS. (REAtxe) 12=380/0-0-0 (min.6lb),1R100]/bib (min.0.lb),]=342rb-3-0 (min.0-1-8) Max Uplift 12=-187(LC 8),1p=318(LC 9),7=-151(LC 9) Mex Grav 12=379(LC 17),10=1145(LC 17),7=357(LC 17) FORCES. (Ib)-Max.Comp.JMax.Ten.-All lames 2%(lb)or less except won shorn. TOP CHORD 1-12=312207 WEBS 2-11=35]283,311=-1021385,310-9101384,0.9-353281,39-_-1451393, 58=330202 NOTES 1)Wind:ASCE]-1P Vult=130mpb(3-sacxd glwt)Vasil=101mph;TCOL3.OFal;BCOL--5 Opsl;h=29p B=4511;t24ft;asre�ft;Cat. Il;Exp C;Encl.,GCpi=0.181 MFRS(direcdoneq anal C-C Extenor(2)0-1 12 to 3-1-12,Imenor(I)31 12 V,21,3-0 mne.0-C for members and forces 8 MFRS for reactions shown;Wmber D01=180 plate gap DOL=t e0 2)Pmvbe adequate drainage to prevent water por ding. 3)This truss has been designed for a 10.0 psi bodom choral Ilya bad nonconcurrent wab any other Iive loads. 4)'This truss hes bean designed for a Ilve load of 20.Opsf on the bottom choral In all areas were a rectangle 360 tall by 2-0-0 wide will fit between the Whom omhl and.,other members,with BCDL=10.0ps1. 5)Provide mechanical connection(by others)of truss to bearing plate Capable of vathstand'mg 100 In upll11 M loint(s)except gtdb) 12=18],10=318,]=151. LOAD CASE(S) Standard AWIMNa-Vxtty CVlpn pnmxrwaMaEAO MOiEa ONTIPe ANOWGtIIOEO MIIEMPEFEMNCE PA4EMY)I)J m.1DNYAISaEPoN . pwxm.xoxovr ,WP WIOMcmwcicrs lNstleryrnebay[ .,nnmlvm,elm.—on,laloran..., axneor¢nAm1 IriR.ayalan.Ba(ae�.a¢MAdYgdalMria rrxelvalN dW 4T11cdMllYol OeelgrilwanelmaW pcmrlVWcomaola BY[ry,Wloan Ovatll MwMM— rxAdodxlq.Wx�xamalaebrolxaxaal ax:Bawalrauxan�wbaxuauiorauWux+ere v.epx��wapawardpxmaramaman �! MiTeK bdw. regaMWMHytlNbfAaVaracMlgd uMrnratlepv¢]twxyatlpµaly (w�ratlppvcarepxOyM 69W paha Eaar BNJ. 12Nalbttlar$.M_Way.aecltnaglwiy0lBw_aaoglm®ryllarl2#MrdAAl fbdV DfBAaaM M]IWMpCgBmrYM Mir lrYmnoMn Rw/klxa M1dlr Grm FMle haMM.21BN.1ee31ree1,3eR]12 NezaWkr.VRTYJIa. ienpL FL abt0 ypeo toss ve Qy, Ply 111. 1'dMTOA T03 FIAT 1 Jeb ReYYfere '7 liolwl Y N9dIN CarIpYNN sunpry,Jevk96m1N.Flarex gun e11oD:Gt6xIF SUf38pE2318&z6nDU 0 MiMrIiNNLwKPp ZoeuF MP]bPZrapoe:�aa'in 9 R p4u Ing Y F .12 s4o roma also sw s4a 1oe11 4xfi 2W II mo= writ I] av5-� Snle-161.1 1 13 2 14 3 15 4 16 66 d 6 12 17 11 10 1 IB 0 20 B 2a4 11 4x0= 2x4 i 6x10= 2x4 II in 11 lit Its sato L.1111 bo oz Plate Otheis(KY1- f9'.0-3-80301 ,AAMNO(PN) SPACING- 212 CSI. DEF,. ar (roc) V999 40 PLATES 2"1 TCLL 20.0 Plate Onp DOL 1.25 TC 0.9] Ve1(LL) -0.O4 &8 >9B9 240 MT20 244/180 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Ven(TL) 008 S-B >999 100 BCLL 0.0 ' Rep Stress Inm YES WE 0.38 HOR(TL) 0.00 ] We No BCDL 10.0 Code FBC20T,VTP1200] - McMx-MS Weigh tetlb FT=2096 LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Shwdhedm630acpudire, excaptendysNcals. BOTCHORD 2x4 SP No.2'Irmept' BOTCHORD Rigid ceiling directly applied or 6-0-0 ac bmdng. ]-9:2x8 SP lifi WEBS 1 Row of mldpt 1-12,2-11,3-10,4-9,SB WEBS 2x4 SP No.3 MI Tek recommends that Statat III and—mi erose bmcing be imtalled di truss erection,In accordance with Siadl eer Installa0m guide. REACTIONS. (RVslae) 12=35510-4-0 (min.0-1-8),t0=1017/03-8 (min.1118),]=33]N-38 (min.0-i4) Max Uplift 12=-188(LC 8),10=319(LC 9),]=450(LC 9) Mar Gary 12=3]0(LC 17),10=1143(LC 1R.7=i 1]) FORCES. (Ib)-Mar.Cmnp.R.Aaa.Ten. All fomes 250(ib)or less except then shown. TOP CHORD 1-12=.9071208 WEBS 2-11=35]283,3-11=-1(xF3>3,310=-9121368,4-8=353261,39=-14&40D, SS=324200 NOTES- 1)Wind:ASCE]-10;Vult=_lWmph(3secondgUd)Vaal=101mph;TCOL=5Ap3i;BCDL=50psph=2511;8 SB:L=24ft;eave-4K;Cat. II;EVC;End.,3Cpl-0.18;MFRS blireclional)and C-C EAsedor(2)D-t 12 to 31-12,Inramar)3-1-12 to 214-0zoae;C-C for embers are forces A MFRS Nr reactions shown,lumber Mi 60 plate gulp DOL=f 60 2)Provide adequsle dreinege to prevent water ponding. 3)This tNx has been designed for a 10.0 of bottom chord live land nonconcumeN MM any other live loatls. 4)'This truss feat been designed for a IIVe load of 20.0pit 0n the bottom ch0rd In all wares where a rectangIS 3-6 0 tall by 2-0 0 vide all fit between the boLom chord and any other members,with BCDL=I0.Opst. 5)Provide meWanlcal connadlon(by others)of truss to bearing plate capable of wtlhsiending 1001-8 Who at joinds)except g1=16) 12=186,10=319,]=150. LOAD CASE(S) Standard Q W4.-won,4ptynpvnrxrxtm4NFAa Ne1ES QY1N144Xp MLLVMaLVIEN NEEFaINCE I40E1W)4)anv 14WNIeaEN6E UeE. cedurva Iq Ise wYYlvlln Milord®roalneB.x.IN[�tlm kP_dmIY W+Ir Wmaelrs hmn.aMhlam MlNAx1[vrMFy wmporwnl.ml nlawis�w41^aaYglrclF gm]Uh�WMamIM tllry o11WN6xLtl 11wIMwlbamy'Lrv..M�]mumbrry IIYA 11 iemnaury int vienl Gru:Mp egwwnrew�a rarimnrnmmq---I a,ae wmm—tU.rxatr erwwpr� maara For nwld 9.ro"clino n» MI ek MMtalbn.urcm,haff,arae lbn m]Mrhan of lm¢na mtllnm iqM ,aaaklum l Qually Mw1a.0i arA BCL&9519 non! nal Is.,raeEtl sal Soon,I6hmlaflm.used¢Lam Lim Mie twit ut,Rie N.lee atrcer.9lle J12 Naaa'NIh VA22314. Teape,FL 33610 ° dese — ype y nwNw +xrsTOA T44 Fur 1 Job Reference o Lionel --------- rt.9.I1ne W1e1 1, —c 8R%]Wiek lMmW.11e WaOW ]re3]W2JI]P�9I 10:GfSAFgMX30tgdn 31WZc DUOp4 M7jMIlNZIGNLwKPAyloeu ZCAPLdIrdiu ao Raw sco sa.e r's° lost 46 2W I1 N10 ba 1 41 o¢e Ir 1 13 2 14 3 15 4 16 58 I I I I �d 12 17 11 10 1p 18 9 2J B z:b II yIQ— a4 II mm= aA n 190 s60 +SIB ISH, s O Plate Offews(I N,0-3.80&01 LOADING(part SPACING 2-0-0 CSI. DEFL. in O.) Wall L/d PLATES GRIP TOLL 20.0 %ate OOp DOL 1.25 TC 0.37 Ven(LL) -0.03 8.9 >999 240 W20 24M190 TCDL 10.0 Lumbar DOL 1.25 BC 0.27 V.rPTL) -0.08 8,9 x999 180 BCLL 0.0Rep Stress lncr YES WB 039 HorzrTL) -0.00 7 We We BCDL 10.0 Code HBC20147PI2007 MediaMEWeigh:183 lb FT=20% LUMBER- BRACING TOPCHORD 2m SP No.2 TOP CHORD Sheathed or 60-0 or,WObe, except and winces. BOTCHORD 2x4 BE No.2'Except' BOTOHORD Rigid caring dbectly applied or 64O o°bracing. 7-9:2x8 SP No.2 WEBS 1Rowat throat i-12,211,310,4-9 WEBS 2x4 SP No.3 MITek repMnmentla that Stabilizers end required cross bracing be I9swftwB tluring VLL99 erect'lon,in ecc°Nance Wim Siablllrer Installation Itle. REACTIONS. dift(sixe) 12=S5000-4-01-8),10=1027/034, ft o=102]/0&8 (m in.O1-8),7=32Po 3-8 (mn0-t e) Max Uplift 12-19,ftLC ,10=-323(1C 9), ,- 9) M.G. 12= 81(LC17),l01139(LCn).] 341(LC17) FORCES. (lb) Max.Comp/Mex.Ten.-Allloans250(Ib)or lessexceptwrenshown. TOP CHORD 1-12=-302204 WEBS 2-11=-357283,3-11=-110,381,3-10-_-91 49-353261,3 9=159408, SB=319I198 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-Second gust)Vasd=101mph;TCDLd.Opsl;BCDL=S Oa9t h=2511;B=sSfl;L441t',°ave7lq Cat. 11;Exp C;Eml.,GCpi=0.18;MFRS(directional)add C-C Exlenod2)0-1-12 to 31-12,Intedogt)31-12 to 21-6-0 zone;C-Cfor membare and forces B MWFRS for reactions shorn;Lumber DOL=I.W plate gnp DOL=1 b0 2)Provide adequate drainage to prevent water pondrng. 3)This now has been dmigned for a 10.0 psf bottom chord live load nonconcunent Win any a ter him loads. 4)'TbIs truss has been designed for a live load of 20.0Fef on the bottom chord In all areas Mew a rectangle M-0 will by 2-0-0 Wide and fit beMeen the bofl°m chord and any other members,With BCDL=100pst. 5)Provldo mechanical connection(by others)of truss to beanng plate capable of wimstanding 1001b uplift at joint(s)exwpt(11=11d) 12=184,10=323,7=148. LOAD CASE(5) Standard AWARNNa-VxXyb9NnpwmMWMIa XOlfedl iM6We NCLYeEOINEx eErtefXCE lfeEai]ITJnv.iW1A1/6aFFe/IEVSE �' ce�ayLemr��lw�ce.ilnlxlArpdx9ariarmul�Xty ec{pkcQ'VAN�VesB�Lvla ielcnuWLvuperlyYcramgob Rd�tleY{n brb�Xreelovertll wm+rax�Aea Iw`."+°aa`In�iin°wernW mo1r. w .+9vry.:aL:a°�nmi«°°d�M�n"wlie�.�'amvmlaw MITek' aWlbrt Yw gn.Mxm�y gxrymuq Macnp nl lniee9oM Mnryalenc ssMry91/pIpWIYCMNb,WH9axI XCL BUIkIipConVarxN .4.e EW.1,d SYNy IWpTpXM ovW2ie tan MmpaYYeXMe.Rie N.lee Slreel,911e S12 Neamyh VP22314. P.,FL.1. haps �ss ype 1se]arDA 745 FUT 1 YOM ' Joe Reference o conal &YAq GplPtteii Si,$tk9NMIc.F18Y[58 Fun:0.11.al.ff.1,PnM.a110c a7'-"''--nosWe01.Yy�]DBST 10£01] Ppal ID:GISxIFg51%361gtln23196a5nDU-U?e OpLT]OZ?]OSKJBZyOVIULEIWIVHp3I Fdi1 sea lossle sac 'sa44 - - M-1 ase 41= as, If hid- 3411 As, - Scat— :u4 1 13 2 14 3 15 4 I6 56 1217 it 16 tp 19 9 p 8 YA II Orz10- 2N II Rii 2N II 580 'SM lobtl Plate OtsaSMY)- 19'0-3EO301 Is LOAOINO(pall SPACING 280=110.21 EFL. In 0.) Udell Vd PLATES GRIP TCLL ffi0 Plate Gdp DOL 1.25ed(LL) -0.03 39 >999 240 Mt20 244190TCOL 10.0 Lum0er DOL 1.25ad(TL) -0.08 69 >999 180 "I 0.0 - Rep Sireas lnd YESOR(TL) -0.110 ] Na Na BCDL 10.0 COCk FBCWI1 P12007 WalgM:176D FT=20% LUMBER- BRACING TOP CHORD 2W SP No.2 TOPCHORD Sheathed or 840 m pmts, except and vediw6. BOT CHORD 2x4 SP No.2•Except' BOT CHORD Rlpld mlling din criyapplied or 8-0 00c bracing. 7-9:WSPN0.2 WEBS IRow at midpt 1-12.3-10 WEBS 2W SP No.3 MITek recrmmema that StffiIII26rs aM required cuss brach" name tlunrg turas erec0on,In accormnce with Slabllimr 11ata1atlOn uitle. REACTIONS. ONAze) 12=3440.4-0 (min.a-1-8),10=103]/03-8 (min.O 1l4h.7=3DN-3S (min.0-1A1 Mex Uplift 12=-182(LC 8),10=327(LC 9),]-148(LC 9) Mex Gmv 12=353(LC 17),10=1131(LC 17t]-303(LC 1]) FORCES. QU)-Max.COmp.gAirr Ten. All forces 250(lb)orlessexceptwfien drown. TOPCHORD 1-12=4971202 WEBS 2-11.35]283,310=-933I3M,49=-353281,3-9.181/417,3-11=1161390, 68_3131195 NOTES- 1)Wind:ASCE 7-1O;VWt=13Omph(3-second gust)Vasd=101mpb;TGDL=S.Oi BCDL=s ops[t=2511;B=15ft;L=24X;save=4X;Cat 11;Exp O;End.,GCpl::i MW FRS(directional)and CC Extedot(2)Pt-12 to 3-1-12,Intedor(1)3-1-12 to 2180 mni for members and forces 8 MW FRS for macfions shown;Lumber DOL=1.80 plata gdp DOb1.60 2)ProWds adequate dramage to prevent water ponding. 3)TNs Inas has been designed for a 10.0 pat bottom chord IIVe load noncercunent with any Other live aside, 41-This truss has been designed fora give load of 200PSf On the boXom chard In all areas Miele a rectangle 360 tall by 2-0-0 was, Oil fit hawser the bottom chord and any other members,with BCDL=10Opt, 5)Provide mechanical connection(by others)of truss to heading plate capable of withstanding 1001b uplift at IOings)except 01-1b) 12=182,10=32],]=146. LOAD CASES) Standard Q wwaaweasse,swel nheyi swgSg, 016d.Awd NCLYOEa YFExaefEP4a ..E.,,4 '.IdWNI6B60PC OeYgh WYJMvaom`Mm MlokAmr¢cb:Mitletlgi kMW pYvalAr paaneren Ywwn.aMl:la al MWAUI IMaYpcmpwwnt ml Lfi :ded sd XgL'IWllxr Getlgh¢ImW renN Irec{TAn2aN oldxdgl psanleln5 wJ Ire{ner MhmZlala mtrdeLL3nNo meovelah saw, retleavhanco4reda�Ba `PMawllvm1�'vlo pw* mxwrvaa�T,oall�raw «wlr ehal,ee re9�are �1a«Iw MITek' hbkoL-�L0.rWe,dN✓ay.n«nmaga«Igor11U¢aaaMlnneyLalu wMHp/1%I OuyIy CMMo.0ud9aglCY WYJptwnparwnr 6ea P.M EM-W #aFYbnrdm wUdxs from line RON Lgnle,218 N.lee AreL S11e 312,NeWbh VA M14, Tang,FL east. mm TYP tYWeTOA T48 FlAT 1114.1 t Job Pelererce o 'amt &YYIkq CmpneNSURM',.IBCIWMIM,FI]2RY pun:B.ID MEW91201)%H'B+t0a 1M Ot]MTek IMWnu,Ax WM Wyt]We]'102a1]Popo+ ID MEW WCHHp3108azFili1 W ata itt-tz - 0M 0es 4x6= ext,= 4]5= y3= scale=141.7 + 11 2 12 13 a 14 45 M e Is B B B n 0 6 3411 4x+a= Bt1o= 2N II __. _ aso m4D 1z Pit-0P Plate Mots Kyl- 19:0-SD 0301 LAADR9G(am) SPACING- 2-0-0M. DEFL. In (Loc) Vde11 Ud PLATES GRIP TOLL 20.0 Plate Gap DOL •1.25 TO D.77 Ved(LL) -0.10 &10 >99B 240 MRO 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Whiff-) -0.27 9.10 >976 t8O BULL0.0Rep Stress Inc, YES WB 0.70 Horz(1L) 0.01 6 we Na BCDL 10.0 Code FBC2014?P12007 Metox-MS Weight:151 lb FT=2M LUMBEW BRACING - TOPCHORD 2x4 SP Nc.2 TOPCHORD ShirtheEor S46«purlins, except it veriirale. BOT CHORD 2x4 SP Naf?'Except' BOT CHORD Rlgld ceiling dlr yapplled m 10.0-D oc bmdW, Except: 88:2x6 SP N0 .2 6-0-0w bracing:78. WEBS 2x4 SP NoS WEBS 1Row at midpt 110 MITek recommends that S1aMiimm end required cross bracing be Installed during naves emctbn,in ectomere aftlt Sterilizer I Inslalli tion w ds. REACTIONS QGe1m) 10�70V0.4-0 (min.0.1-8),a=SMAD 5-8 (min.04-8) Max UVIift 10-323(108).6=-309(LC B) Max G. 10�10((-C 17).6�884(LC 17) FORCES. (ID)-Max.COmplMax.Ten.-All forces 250(Ib)or levy except when shown. TOPOHORD 1-10=-7891354,1-11-703247,2-11=-M=47,2-12--]01246,12-13N01R46, 313=-701248,3-14=-620217,414=82(1121] BOT CHORD 616=-224/629,8-16-224/629 WEBS be=-31&510,2-9=-521/373,4-8=-355x1015,3 8=-513313,44-907YJ72 NOTES 1)Wind ASCE 710;Vult=l Wngxr(3-second gust)Vasd=101mph;TCDLd.Opsl;BCDL=S.Opsl;h=25X;B=4511;L=2411;save=411;Cat Il;Exp C;End.,GCgb.10;MFRS(direct onaQ and G-C Extedior(2)0-1-12 to 3-1-12,Irharohl)31-12 U,21-6-0 mne;C C for members all forces 8 MFRS for readlons shorn;Limber DOL=1.60 plate grip DOL=1.60 2)Pmvlde adequate drainage to prevent water polling. 3)11h15 truss has been designed for a 10.0 pal bottom chord Ilse two noncwlcunenl with any other live loads. 4)'This house las been designed fora rive load of 20.Opsi on the botlom chord In all aress Where a rectangle"0 tall by 2-0 0 rade will lit between the boll.Mord end any other members,Wm BCDL=l0.Opid, 5)Provide mechanical contraction(by others)of truss to beading plate capable of Wihstanding 1001b uplift at Joints)except gf=1b) 104f23,6=308, LOAD CASE(S) Standard Aw4m.von-wg,exv, ..i.r...awBAoxorts av xrmxxowuwm wraxeartruxce eaaeaa]an...romans aka mmrx+st Lout.Iin mm1fWymMo wmmaeanb.mPr.aaalws+eMuYe`M,WNmn MIIe4®.ctocnnere.—ckxIa.RaYVlMO.etl.ern 61ve0 AYurwlfxxmre+�4nxo.aM-1, tm MNkxd�WrM eatr�tl,t �k Ctlwala tStpYetlln skdmuM wwevenl cdl[x�ew111t{wedes��>z"xk�1'ar1 NM+stry hsnstl5. t{rsnean �n t hYM1xlbrt NxgTs.dellety.m«Ilmadn«roaBuma'AlmmmemLSMNSI/r%t pgtlly etlMb.mse.99 mE acL 9u4TPCemW�vrtt Eew FL P. EM ase. ]Aly ltYatmXen autY/IYe Pun Ne NobkdLR.p1a N.Lee]Tear.etlp312 Na�otlM1y VPR23I<. . Tatrya FL x3610 rws Type Ix0]9roq rn fur , „14are Jab Rele." o -Ne aWtlYq CprpYIMISµyM JxAmwIN.F13xx30 Rin:."". Y131 xm]iNrx-B ItnH WY Bx01]MiM IMiJM.IK WMMe 1]V3]-I13J1]ppH1. ID:G5tlFpG)63 gbS3B6cz5nOU yCCMb2grJRYOtlH?NmyoUb�meOV6FBIG2)2yNStllc n,4z aso r aa la ]atax 1as4 N' �= 4NS= AtS Seal. -,:339.0 1 it 2 12 13 3 14 46 I a a d 0 Is 8 0 g 2e411 4.1o= Beto= 24 II aso 1119vic. 11z -- t3N os+z Rate Otaeb(XY)- 18:05-00-301 LOADING fest) SPACING 2-0-0 CSI. DEFL In floc) VdaA Ud PLATES GRIP TCU- 20.0 Plate GNP DOL 1.25 TO 0.80 Ve0(LL) -0.10 310 >888 240 Mi20 244/190 TCDL 1(h0 Lumber DOL 1.25 BC 0.55 VoMTL) -0.27 9-10 >976 180 BCLL 0.0 Rep Stress mer YES WE, 0.65 Horz(TL) 001 8 n1e Ne BCDL 10.0 Carie FBG20147PI2007 MatrixINSWeight:145 IN FIT LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Sheatred orS010 oc Wriins, euePt.Ndvwlicals. BOT CHORD 2x4 SP No.2•Except• BOTCHORD Rigid ceiling directly applied or 10-0-0m bracing, Except: 68:26 SP No.2 6-0-0 m bracing:]A. WEBS 2W SP No.3 MITeN recommence that Stabtilzere and requlretl cross bracing be Installed dudr9 truss erection,In acmmance..Stabilizer Installation guide. REACTIONS. gbsize) 10=.670/04-0 (min.01A),8=g3flN-5E (min0-14q Max Uplift 10=-323(LC 8),6=3019) Mex G.10=88](LC 17),6=938(1C 1) FORCES (Ib)-Max.Comp./Arc.Ten. All fomes 250(Ib)or less except wfian sllovm. TOP CHORD 1-10=]BBaM,1-11=-0]22]1,2-11=-]]22]1,2-12=-T M]1,12-13—A02]1. 313=-T/22]i.314=256238,4-14.fi58239 BOT CHORD 318=-24 66 6/,8-15=-243166] WEBS 1-8=335960,28.52393]3,42=-389/1013,3 614-]=69413]2 NOTES 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL-XI BCDb$.opSF h=2511;B7 Ift L-2411;eave-�iq Cat. li;Et¢C;End.,GCpi=d.16;MW FRS(dirediorlal)aW C-C Exte (2)0I 12 to 31-12,Merlotti)3-1-1210 212-0zane;C-C for members and forces A MW FRS for reactions shown;Lumber DOL-1.60 plata grip DOL=1.80 2)Provide adequate drainage to prevent water polling. 3)This truss has been designed for a 10.0 of when chord live lead nonconeunent with any other live loads. 4)•This truss has been designed for a Ilve load of 20.0,01 on Me when dread in all areas where a rectangle 3A-0 WI by 2-0-0w1Ce Wil lit between Me bottom chortl and any other members,with BCDL=10.0pef. 5)Provide mechanical connection(by Me.)of truss t0 bearing plata capable of eltrudanding 100 to uplift M joint(s)except qL-Ib) 10=323,6=306. LOAD CASES) Standard AL - J Th W blwHi kyoIlnY-lmu�+,ma oXqmIp mM'tlkYJue hau Ghm%ale WtlMa 21-0 N.1¢we dBlrnel,9lle 312 NenxvJM1r VA1aI,V IX. I I MTeIpe6 Nry comrn[s •/395/OIWIry GXIepaa.HHmpsw ec.mro..Xl 90n.Ge.ke Fel ONd R 3%l0 '00 loss ss Type y ru T1114wm lzmerOA ]aB Gu] 1 'JOU Refererwe o tiorel BJpYq Gp]q ieM&IPpIY.JaFunvIM.FI Sx58 ql(c 8.11a¢1EYr 91 ZI1 BR&Z3110¢May 6201]WTekIMiYOdH 1[ Wp1Nry1]N-.1101]PBpa1 10:G15xIEpGX301gtlnZ3196cz5nIN1-yCCM628]JRVOtlH'XVmyolAtotOV_F6N0212}4JiFtlie is 7.1ia ode fico 12as= saw-uta e4c i 1a.11 1.7.I1 alas 41a= na_ self, 4 A161 s6_ Ia5_ 2 6 ] 9 15 a a al 13 18 12 17 11 10 p 2N II 4vt0= St w )tt-tx xlyp .tYtx ..I xD31x Plate Othels(XVF- 130.0-12.Ed0e114:0-3-0EdMl.[5:0O4Edge1111'O5-00.301 LOADING(pill SPACING- 2-0.0 CSI. FD1F!. In 0.) Well Ud PLATES GRIP TCI- 20.0 Plate Grip DOL 1.25 TG 0.TI rt(LL) -0.1012-13 sM 240 MT20 2f V19O TCDL 10.0 Wmber DOL 125 BG 0.58 rt(TL) -0.2)12-13 .W5 IN BELL 0.0 - Rep Stress tro VES WB 0.6] R(TL) 0.01 9 rda We BCDL 10.0 COcia FBC20141 2007 Matrix-MS Weigllr:l451b FT=20Y. LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sh.thed a 0.T-3.purlire, except en ver reale. BOTCHORD 2x4SPNo.2-Eadal BOTCHORD Rigid cellingdirect"Wiiedor 1O 0.0 ocboden , Except: 91:2x6 SP N0.2 "-0 oc bractng:1041. WEBS 2x4 SP NoS MITex recommends Nat Stadilwhe arM re had!crass bracing be installed dung tmss emdion,in accordance with S1 hlizer Iretalla0on lalde. REACTIONS. (IWsize) 13=810/0.4-0 (min.Of A1,9�38X-53 (min.0-13) Max Horz 13=19(!X11) Max Uplift 13=33et(LC 8),9=315(-C 9) MaxGm 13=876(LC 19).9=838(!C 1) FORCES. (Ib)-Max Comp.Mtex.Ten.-AII tomes 250(Ibl w lees axcepl when sMwn. TOP CHORD 1-13=-]9&3%,1-14=-854/320.2-14=-854/320,2-3=BSOf320,35=8]12]5, InBT YJ20,6-15=-]2&269,]-15=-nd269 BOTCHORD 12-17=2TTN39,11-17=2AA39 3 WEBS 1-12- 1018,2-12=-51Y350,6-11=-514311,1-11=39&1057,1-10=-81WWD NOTES- t)UMNNread roof live loans have been consideree for this design. 2)Wind ASCE 7-10;Vult=130mph(3-second gust)Vasil=l of mph;TCDLSApsh BCD!-5 opsf;h=2511;B=45M L=2411;gave-fin;Cat. II;Em G Encl.,GCpi=0,16;MW FRS d1mo lei)and C-C ExteMr(219-4-1210 3-1-12,Inted0r(1)3-1-12 to 2160,Etlwlor(2111-00 to 12-7-4 eare;C0 for members and forces&WEBS for reactions shown;Lumber DOL-1.60 plate grip DOL-IN 3)Pmyde adequate draloege to prevent water pending. 4)This buss has been coat e0 for a 10.0 psi Whom CMN live,load monooneunent Win any other live leads. 5)-The truss has been designed for a live load of 20.0p31 on the bottom Word in all areas where a recta 33 0 tell by 0 0 wi ie will fit between the bottom clam and any other members,with BCDL=1( Wsf. 6)provide mechanical commeclion dr, he.)of truss to bearing plate capable of w inslending 100 to uplift at IoNtis)except hNite 13=334,9=315, 7)Graphical puhin representation does not tlepld the size or the orientation of Ne pudln along the top anon Mtom ohord.Graphlcal puriln representation Was nM depict ire size or the orientation of the pumn along tie top ander Whom cMN.Gmphlcal pudin representation does not depot the atm or Ne orientation of the pu01n along the lop and/or Mt en chord.Graphlcal purm represenMbon does not depot the size or the adoration of the purin along the lop and/or M6om chord. LOAD CASES) Standard Q WAMwe VMly Ewlpn pxmuran end nEl n.,as aN 11R RIIO NCLVOFO MIEx NF£EMNCE IAOH M]?J m.IWK0166ElOPEY40. .M-Ak11w u5eonlY W1 eundrere4amua-1 Jvrre1. b Wr Wonei rom Y..Vows MMdld . cwn.Xmi,rwl Inco Mian,N51oro uw.IM WIUnV tivHllul mutt valry ikagir%cWllyd Oeel{Fl paunelersaW gCpellrfle.o Inkxriy Fb R9avAdl wan dnepn. aarokia:andkto gavenl o-lanrodlmr4aa namweoalwadaramanna.coir.oaxaa lannamaldremlawnlawmP MRek' krMxsleQ.aetl rasYheryptlbgon,,yrWlryie Mnp.newiwem,-frnlpWaly LLnCnifod. Vxllndpkhllancli an M¢ IWtaIMLalw<na tlMrelY.aecbnm]Iminoth¢aaglilmssells xIZ d/IA1 YA..1lNdgpxB419 mtl Nil YIYMPCaryvxnl 69MPe11 Eur BNJ. }qtly Ylamluxm avllAohdli Inco Ru@h¢Mxa.RIBN.Iee3keet SJ6]11.NetaMb.VR2S114. linos,GL x3510 lues has lips lU. t8aV0TOA Tib gOCf spELIAL 1 I B idn't Calpaiwx taps,JevMxnVYp,11 safte Job Reference o XOreI IO:G15xIF B%30 K31B6cz5nOU11,2 o1]MIW Yws-so Is..Me,P ad:aetll2m] 1,., g 19d meOUgER]S1e06tymg mBegbiRi6gllga dhS bw 11.00 m19 6]'S 9bli M018 11019 1136 4913 81 06a 6.03 F11-2 55= Sone-112.1 4 445= 'h4 II Side- INS- yb= 1 2 6 6 14 5 d A 13 12 It 10 9 2x4 II 4x10= hto- We= 'G-4 II 3 iV'a B1J 11t0t0 r' -se a 11 018 01 %ate 011seN(XY1- RO0.5-00391s earn LOMM(pat) SPACING- 2-0-0 CSI. DEFL. In god) gtlell Vd PLATES GRIP TGLL 20.0 Plate Gtlp DOL 1.25 TG 0.]5 Ven(LL) 0.06 Si >999 240 MT20 24pi8D TOOL 10.0 Lumber DOL 1.25 BC 0.54 Ven(R) -0.1611-12 >999 180 BCLL 0.0Rep Stress rocs YES WB 0.41 Hor](TLj 0.02 S We We BCDL 10.0 Code FBC2014RP120W Melrx-MS WelgM:1531b FT=2 LUMBER- BRACING- TOPCHORD 2x4 SP No.2'E.pt' TOPCHORD Sheelhe0os0.5-15ocputlins, exceptoodwillcala. 5-7:2x4 SP No.1 BOTCHORD Rigid cNlingtliseatyapphetl or 10-0-0oc bracing, Except BOT CHORD 2114 Ste No.2'Except' 6-0-0 oc bracing:910. 8-10:2x6 SP No.2 MITak seemomends that Slablllams and reguiretl doss badng WEBS 2x4 SP No.3 be insisted during truss erection,in accontlancO vM Statelfteer Insiallbtlon ulGe. REACTIONS. gltY6]0/0.4-0 (min.61-B),B�3fl1Oi6 (min.0-1A) Mex ax Ho Horz 13-255C11) Max Uplift 13=-255(LG 8),8-23)(-C 9) FORCES. (Ibl-Max.Comp.IMax.Ten.-Allfortes250(Iblwlessexceptationshows. TOPCHORD 1-13=8341325,1-14-65W22g2-14=-650220.2-3=650220,34=A70220, 45=891234,5-15x)=-328,6-15=-]26233 BOT CHORD 11-12=32GBM,10-tt_32fl/et4 WEBS 0.11=189212,Std-319/896,5-10=493250,511-359/1 M,311=2]Y142, 312=-086/158,2-12=-2]BI206,1-12=-32M982,&9=866251 NOTES 1)Wind ASC roof 71INVbank have been cindguen for this 01 man. 2)WIEA:ASCE .,G i 18;manMW RS(d rad gust)Vasanal C-01mter 0,1-.12 to BW L=findmpsf;h=2511- 2 to 11;L2U(iddredboi 11-0- to11;Exp q End.,GC C form;members FRS d toctest III anal C-C or reaction Shms to 31-12,DOIL=1(60 plate Bit,D-0-0.ExNXor(2)11-0-L to 131613 mnB;GC los members and rden pending.8 MW Ffl5 for rexllws shown;Lumber DOL=1 60 plate gqP DOb1.60 3)ProNtle a has bee tl deage d prevent wafer elloo 4)TM1Nbussr has been designed for 10.0 psidof 20c0or0nve lobotomnomborounardas wileany cherlive Ions. 5J'This Was Iles been tom designed lora live loth of members,on the bottom MON in all arses where a rectangle 36-0 NII by 2-0-0 wtle will fit teMaen the boonnl ctlos0 by others) o00t members. 8)13Pomade 5.mechanical connection(by others)01 ttu9.q to bearing plate capable of w0slantling 1001b uplift atfolnl(e)except @,-Ib) 13255,8=23]. LOAD CASE(S) Standard QWgRNNe-YM/x aa4lnpuaneveeMaEAa Xa]Ea CN]WSINO MCLVOEa M11Ex FEFEFJ NLEVJ4EW]i)J m.nM4YSJr5aEFoaE UBE a1nmron mfP¢Iae luTss IMLuYdy tleil{yox mW Nor,lle„surrAkaGlry of rep roorr se arcs ismoor,81co1P1xote lnkalo4�{n lnlo law loveedl Mr�} M !Ntle 1p�11�GC 1oaFe�nlcM4 a�Mloi eeflmvaO m]Ia INwamemba a8v. AWHUM �y nvl��Nw nic mlda'ltl rek' II-1 meq«+aeallor ext -alld qdk Ibrt eta[pa.tlelNely--ft-l-ad MaJ1x1 o1L1eu!iaul inrsxyslemi nMN51T11 OwYly CMNN,OM-89pna IUI9uWN0Comq 1ron1 6Poi f+er, Ear BStl. 9de1y IrYgnpXm ar,6Rie I,wn aislgR Im1111Ra.81e N.lee Sheer.SAIe J12 A'eaaMMi VAR'1314. Teras FL 33610 mss I6Fs BR ,RB]YTW T. Al aPELNL Job Relerelce esev 6aiWB L4lrgNwl48µVy.Je[kmm,W,FIII3Y sun'9'110 DoSSa e)(38Hd K&Bff DU-sw TaxrWAlW Is WM PSgg3 VjX P9YB1 g 19d Sn K]OkAEl2oese9lcB_Ge0 BPBB1131§VI%3mWFtliq x,a VU141.zo �- ism baa o-6= OBe 1:422 6.00 6.a0 12 3 ,sa WIB- 13 14 er6= 41= E 5 12 z15 � 1 a 10 I6 I) B e x411 ala= ex10= ua 11 1.a IrIv T60 x,elx 0 Plate OlfsNa(XY)- ng. s-80301 LOADING(pN) SPACING 2-a0F LTL In Qac) eclat Ud PUITES GRIP TCLL 20.0 PlateGri DOL 1.25 o]2 -0.16 ; >999 240 4]20 244/190 TCDL 10.0 Limber DOL 125 0.69 -0.36 &10 >]29 180BOLL 0.0 ' Rep Stress Ina YES 0.45 ) 0.01 7 We we BCDL 10.0 Cod. FBC2014TPI2007 rh-MB WeIght:4400, FT=20%, LUMBER- BRACING TOPCHORD 2x4 SP Ii TOPCHORD Sheathed or S0.3 cc pudllls, except and verlloale. BOTCHORO 2x4 SP Ii'Except' BOTCHORD Rlgldc ilingdimcllyappllWorlOPOo bre W, Except: 7-9:2x8 SP No.2 500 co bracing:8-9. WEBS 2x4 SP No.3 MiTek recommends that Stabillmrs and required cross chr ng be Installed during truss erection,in accordance with SIabI11]er Installation arclo. REACTIONS. Qb/slee) 11= -0path.alB),7�38Po-SB (min.0-I e) Max Hoa 11=4-49(LC9(LC 10) Max UPII611=-220(LC e),]=-214(LC 12) FORCES. (Ib)-Max.Cw ,X.Ten.-All mic.250(Ib)orlarcessetwtlenshovm. TOP CHORD 1-11=01 W29,1-12=952/305,292=952/305,2-13=-1156/398,313=-1090414, 3-14=1124424,4-14=1169406,4-15=-9511301,5-15=-95113111 BOT CHORD 10-16=-256133,1617=256/]3$9-17=-256]]33 WEBS 1-10=319/1106,2-10=6281309,310=130484,3,9=-148,624.4 9=-B40I392, 5-9=-3A/1189 66=864337 NOTES 1)Unbalancetl roof live loads have been considere i for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)VwxJ=101 mpb;TCD".Opsf;BCDI-.S.Opc,h=25X;B=451q 1-2411;eavedft;Cat. 11;Em C;Enc1.,GCpi=0.18:MFRS(dlrectlorel)and C-C Etel(Yl 12 to 31-12,Intedor(l)3-112 to 1100,local 11 0 0 to 14-0-0.Innocent)152-0 to 2100 xonAC-C for members and tomes 6 MFRS for reac Ions shown;Lumber DOL=1.60 plate gdp DOL=180 3)Provide adequate drainage to prevent water parting. 4)This thess has been designed for a 10.0 psi bottom chord this two ncnconcurrent with any other live loads. 5)'This buss has been designed for a live load of 20 Opsf on bre botom tend in all areas where a redangle 360 tall by 2-0-0 Wde WII fit between the bottom choN and any other members,Win BCDL=10.Opsf. 6)Provide mechanical connection(by otnem)of these to beaNg plate candirs of WVtelending 1001b uplift At joint(s)except Q1=1b) 11=226,7414, LOAD CME(S) Standard QWINING .a..GSE Ltin'T vdXflaueaiY,Mlb axlaX®conmcbm,116 dafYTaEacea MtlV aV�L unelers9x,wn�wllb lnminAULMdldpcmmpa¢nL ro, yNa'n Palwa us.OeW�9 deeatwtmudva4y me.4nw.xallYddman In�amatam Mel gope�lY MMM Wehuhro 1pi Mo1M:Ov u Wq ,MH iMM1�Ihk loaPBUMenicdl'gce�Mttldlw�tt' x �Yu✓�W4">rnyWbM MYIl-'s is amMWmtlnwmtlwnlaWlc9 MITek' GMmwel�aro xla Iopk IErt GMroe.delx'ery eeecMn mNLx«Iep o,InAssaq nusmlume'"mIN41/IMIouoYN CIGII�Ia,bsNS agBCAHggemlpwlwY errifIssue o nee ve ype Tnuwos Izmetoa Ts1 aooFBPEcwI 1 1 ,Job Reference(optional) BiMh]CwrPmM 5i4xP/,JBLXeomi6.F1328K nun'.B."n,kbaf'NI]RYY'BllOalpY 6201)MTek IMUYYY bW WYwvI]N'.5/-18201)Pape1 ID:GISItlFp51X3819tlI1I3196c]5nDUrveK]OkREl2oesaBl�Ge0]EaB]y3a1V1X3mB2Ftlip 5619 22nd ' 5619 Iy6T 1-- SS3 x11.13 tr6- oea Smb=1:d2.1 QW 12 13 14 44- ae= La= 1 4 5 12 16 y 11 ld 9 0 S B a 2W II h10= 8,10= ba II 1-aa un �,•�oe 0 21 o PINe 011eets(XVI-- 13:0300.2-011463803-01110'D38.Etlge1 LOADING(psi) SPACING- 2-00 M. DEFL. In (roc) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip ML 1.25 TC 0.43 Ve0(LL) -0.34 9-10 >762 240 MT20 244/1W TCDL 10.0 Lumber DOL 1.25 BC 0.82 Ven(TL) -0Je 9-10 >342 160 BOLL 00 ' Rep Swiss Ina VES WS O.W Horz(TL) OA1 ) No We BCDL 10.0 Code FBC201,VTP1200] Metal Wall 133 lb FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Blossomed or 0.7-3 oc purlins, except end veMcais. BOTCHORD 2x4 SP No.2'Exaipt' BOTCHORD Rigid callilg directly applied or l0-0-0oa bracing, Except &10:2x4 SP N0.1,]-9:2x6 SP Nat 6-0-0 oc brccing:8 9. WEBS 2x4 SP No.3 yl recanme de Ihat SIabIlLum,and required cross Orating be irre",ad daring buss eredlon,l0 i ccoman a wfth StadlUar IosWteuon Ida. REACTIONS. (IGslxe) 11=670fiOl (min.618),]�3fl/0-58 (min.618) Max Herz 11=-63(LC 10) Max Uplift 11=228(-C 12),]=-214(LC 12) FORCES. (Ib) Max.CompJMax Tan.-All to..250(Ib)or lase except then shown. TOPCHORD 1-11=-838x311,1-12=-1022130],2-12=102&30],2-13-120&401,313=-114&415, 3-14=-1211/423,4-14=12701410.4-15-10ffi92fiQ 515=40291208 BOT CHORD 10-16=-25&]32,16-1]=252/]32,9-i]=-252032 WEBS 1-10=-35811225,2-10=83113]6,3-10=108/508,3-9=11536],4-9=85113)), 5A=-389/1319,5-8=947/320 NOTES 1)UMalenced roof Ilve loads have been mnsldered Iorthis design, 2)Wind:ASCE 7-10;VWt=130mph(3sewntl gust)VMd=101mph;TCDLr60pst;BCDL=5.0ps[h=2511;B- Sft;L=240;save=411;Cat. II;Exp C;Encl.,GCpi-0.14 MFRS(directional)and GC Exledor(2)P1-12 to 31-12,Intedorh)3-1-12 to 11-0-0,Extedor(2)11-0-0 to 14 0 0,Intenor(1)165 3 to 218-0 mn6;GC or members and forces 8 MFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.W 3)Provide adequate drainage to prevent water ponding. 4)This train has been designed for a 10.0 psi ho8om chard Ilve load nonconcurrenl a th any other live loads. 5)•Thos doss has been designed for a live load of 20.0psf on the Wt.Chad in all areas where a sauagle 38 0 pill by 2O-0 aide Wil fit behvaen the bodnn Chad and any other members,with BCDL=10 Ops1. 6)Provide mechanical conneaon(by others)M truss to bearing plate capable of WthslaMing 100 to upipt W loinils)except gidb) 11=228,7-214. LOAD CASE(S) Standard AW4MING-pa,yeipemlwaMaE1a MOIEe[W 110xee nFGLWEO MIIEx aEFEIIINBL PIs!IY)4A m."'a hose,WNIorueaBY WT kY1N9cwupcMpIM OMnn 410ea Wy upwr axome m—n.rani h"on RWMM dlGry canpu—,rot Yoxomo n eelwaube.Y¢dMpaeY3ner mut vMN tae W Wc14+rMol puµn RBmylalaM gWnnv klcwperMe nW ae5bninlon¢wrvrau 6,ololo r iledlu�MAkllyu✓J bhaew.irolllq�wln ouP.wu9lms wet,ml/waolamwnmawYv. �larnww @mwrw a'e�mmenl arena M k• wrxepwmie ki+v me pa+eYvtnritgs.FUhOonrogukkexw iaa�ryxTire ashey'bR Yw�p.pMMxywaclMommos :Ygol OumnmalrussylemSYGN91TI1 QwYh nIlMY,a260 aM lCN BUO]Npfurlpomnl sax FL send 9alYY INplmpkM oxdWe Yen lora%ale YWkYe.RIB N.tea5pael.SM312 Nem 11a VP22911. Teras.FL aJmO has, n-- rpa v nn wm CA T 1522 RCOFSFECIAL 1 I .IM PBIBrgIEe o anal 6MYq CpigvreixaaWM1,A[WNAe,FIaYL58 quN.alloa Wral A1]jq'4 B110[W 61ru WTN==W uIInc WW wr8]Ot5]-IAMI)P ID:Gf5tlFg51%381gdnZ3198v5n�111-NnuVD4AscMw_UMkEPaWeEBlebnsUwsMGclaztl Fdip Ata [311 a1B6U Odd 4all As 4do Oda AAs %n 6s6= o% Sub=1:421 Sm 12 16 16 m 1 W II 2d I 6r.6 214 II Be= 1 S ] 14 1] Idl 13 12 1e 19 11 10 fi ry5- woo &10= 4ab= 0@ 4311 AAs Ifq At5 %I�1 U Or 1E Flat.Olest.(XY)- 111:03-80.501 LOAOINO(paf) SPACING 2-0-0 CSI. GEFL. In fit CSI. Vd PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 02] Vad(LL) 4]2011-12 >999 240 W20 24W190 TCDL 10.0 Lumber DOL 1.25 BC Om Ved(TL) -0.44 11-12 x591 1B0 BOLL 0.0 ' Rep Stresslna YES WB 0.82 Horz(TL) 0.03 9 Ne we BCDL 10.0 Code FBC201WF1`12007 Mebix-MS Weigh:139 In FT=20Y LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD SheaMetl or St-3 ac putlins, axceptendvnlhals. BOT CHORD 2x4 SP Na2'Except' BOTCHORD Rigid telling diredly applied or IM 0 oc bracing. 9-1198 SP Nat MiTek recommaMe that Stabilizers and required class bracing WEBS 2x4 SP No.3 be Installed duNg truss erection,In accordance Min Stablilzer Iratellation cande. REACTIONS. (W.I.) U A70G4-0 (min.)T-8),9=638/0.51, (min.0-1b) Max Horz 13=78(LC 11) Mex Uplift 13-228(LC 12),9=-214(LC 12) FORCES. (Ib) Max.CompNex Ten.-All forces 250(Ib)or less exoepl when shorn. TOP CHORD 2-3=-i 119350,3-15=-1169430,4-15=1102/443,416=-1136/452,516=-1199/438, 5 6=-113&351 BOT CHORD 12-13=-32072,12-18=229035,1519=-229035,11-19=229!/35,10-11—29]/925 WEBS 2-13=-1161/380,4-12=-14VM.4-11=-1 W553.5.11=251/202,8-10=-1209!38] NOTES- 1) OTES1)Unbalanced tool live Ioatk have been conselared for Nis design. 2)Wind:ASCE 7-10;VWt=t30mph(3 second gua)Vasd=101mph;TCDL=5,0pw1;BCDL=SOpst IF251t,8=4511:L- ,M,ea.An;Cat. 11;E,C;Encl,GCpib.18;MFRS(direch.naft and C-C Exlenor(2)0-1-12 to 31-12,Intel 3-1-12 to 11-0-0,Exledor(2)11-0-0 to 14-0-0,Intenor(t)17-85 to 21-60 zone;G0 for members and forces&MFRS for reactions shown;Whiner DOL=160 plate grip DOL=1.60 3)Florida,adequate drainage to prevent water ponding. 4)The truss has been designed for a 10.0 pal bottom chord five load nor cancunenl WM any.M.,Ica loader 5)'This truss has been designed lora tints Icad of 20.0psf on the bottom chord In all areas was a rectangle 3-6 0 fall by 2-0-0 made x411 fit bahvaan the bottom mord end any other members,with BCDL=10.0pei. 6)Provide mechanical connection My others)W truss to bearing plate capable of vtilhslandin910011,uplift at founts)except QI=1b) 13-226.9-214. LOAD CASE(S) Standard WP RNWG-Varl/ytlMpnpv�nMn[a1tl REJp NOBS PV]Nb IHe MCLUOEp MIIEx RCfEMNCE IA4E ME)4Am.le0.YAI6 BEWRE UBE Jvrslan nN101ai wiwYYwAm M1XIeX®mnrecbis.IMtlaO�kt�tlonly N*'>•�{naeNevimm�,aql[loi mlMuklml Gid1g eanpaml,rot c tan, em eelue us.ttq dMWq CeaTwl mutivail(y1M arzAkrt4lry of tle4pl rq�aeeleNrnl o IY Ax. Fwtale lMtla4y1141o1M aveldl weary msar.a«:rm lmrtlledale P��l ra-alns�n�drnmwmawen.,�e/o..aV.am�,»M.;orir-��wwawmNwenm�ma M Bk� tdwm��+wlw n�Anrawmwevemudy wm�v+4dece� . v4W aw womenfaak+a ytldvwe 1epv wp me amwlw.AaO3e.delNery.erslkn and aoury onRlNe[meth[[WemNw+Wsun4l steel AM cnam bnN,wE.mmd aeRwageeRwolWm eao4 Pan.6.N.Ne. sdtlMa9[mleba�w�ue nim ea5mle mm�Be,zea N.lee sneer s4balz ae.�au vnzz3la. Teiry[.FL arts ° hrss YPs y In 1R]BTOA T53 gWF3PELLLL I ' JOU gelwewe o clonal BJMMIOCplywnenl6u{pry,.4CXMMi4 Fl3'tYEalic e.110e 1M191 A1]";.a..110a Wy 620P MIiek lNu9rce.Me wide ay 1]W:3]t1201]vpe l ID:GIS111Fg51X3Bj2Se6cr5nDU-NnuVD4AUMw_IINkEAUWeE51LTISY3aMGCIOFFdip ale 3°b a39 1<A"O - u56o 3.se xxeee sv6= ose Seal— 42.2 4 6M 12 14 16 W x411 3 5 a4 11 &s= em= 2W II 1 6 ] d 19 12 16 17 11 10 8 46= Mo= &10= 4116- SP9 6B0 ry 1p 2 see iao 3u zee new Offsets MY)- 111:03-&6301 LOADING(psq SPACING- 2-0-0 M. DEFL. In QOc) 90'11 U6 PLATES GRIP TCU 20.0 Plate Gdp DOL 1.25 TG 0.24 VedILL) -0.2011-12 >999 260 Mi20 244/190 TOOL 10.0 Limber DOL 125 BG 0.80 VeNQL) -0.4411-12 >59] 180 BCLL 0.0 ' Rep Streae Inc, YES WE 0.35 Horz(1L) OM 9 We We WDL 100 Code FBC2014fTPI200] Matrix-MS FWeigh:1351b FT=20% LUMBER- BRACING- TOPCHORD2WSPNo2 TOPGHORD ShingIhedor62-Gocpufllns, excepteTdve0lcals. BOT GHORD 2W SP Na.2'Except' BOTCHORD Rigid telling directly applied or 10-0-0oc bracing. 911:2xa SP N9.2 MiTel,recommends thN Slabillwas and required cross orating WEBS 2x4 SP No.3 be Installed d�rn,1.erection,In accordance voth Stabilizer InslMls6on ready REACTIONS. (Weise) 13=8]d0.4-o (min.0.1-8),9=33310-SB (min.0-1A) Max Hort 13=93(LC 11) Mex Joif113=-228(LC 12),9=-214(LC 12) FORCES gb)-Max Gomp.A4ax Ten.-All forcan 250 gb)or lase excep[whan shown. TOP CHORD 2-3=113]/J55,3-14=-117W/ ,4-14-1101/459,4-15=11401 s ,S15=-120G455, 5-8=11fiN354 BOT CHORD 12-13=3WFJ09,12-18=-210034,161]=21 M31,it-IJ=21M34,10-11=-26oO94 WEBS 2-1}-1129'336,342=-28N215,4-12=15Y50],4-11=16YSfis,5-11=-28°J22o, 611=42288,&10=-1161/3)2 NOTES 1)Unbalanced roof We loads have been cconcered for fills deslgn. 2)WlmQ ASCE 7-10;VIA=l Wmph(3-second gmt)Wei 01 mph;TCDL=5.0psf;BCD(r50p3[h=2511;B= flh L=24Ib eava=4fl;Cat. II;Exp Q End.,GCpl=0.18;MWFRS(dlrecllonal)and C-C Uffiror(2)01-12 to 368,Intedor(1)3-0-8 to I I-0 ,ExNdor(2)11-0 0 to 140.0,Interlor(i)18-11-810 21-6-0 wha;C-C for membere and forces B MW FRS for madlon3 shown;Lumber DOL=1.80 plate grip DOL-1.6r) 3)Pmvltle adequate Crimage to prevent water ponding. 4)The Kna hes been designed for a 10.0 par bottom chord Ilve load Oonconcurrent Win any other live Leeds. 5)'This three hes been designed for a live lead of 200psf on he bottom Chord In all areas ellen a rectangle 380 tell by 2-0 0 wide Wit fit between the bottom clpN and any other members,with WDL=10.Opst. e)Provide mechanical connecfion(by olners)of truss to bearing plate capable of withstanding 100 0 uplift at toings)except Ot=1b) 13#28,9=214 LOAD CASE(S) Blended AWIPNNf-Vahy4vlpnpewMn>WPF abma9 ba ade. CL°OEO MI1Ex a6FAINCF F1aE W]4A ray.,0OY1011 aaf0/fE U3E Ocal6n WN rur away WT Mlnk9rnegcMrs.h80exNTl hLaetl.1"nn paanelers9,rnm.uMhlw m YxNiMkwI numnY canpvtnl.rerl aurae voin Inlc IM evadl Wtlaq�tlpn, eacFg kgcalMClo Peven,WMY9 oIkNMYIrJ lllmweOml/a cM,Imemlwrsd9y. h WttryIiknlWiotlkx akt9eylgso MRl lx>¢4Jel and kl3ay adgoPMy Wnrye. P[Idlknfneee,a wnlh¢kq MITek ggawldhrph. immWMaysmoofIniwnonllmnia`mlG31mhaadh,...ad. w ' 69W Ge Ma Een a. 9a1My IrYwmahm w.f2b4an 1n®NaleMMe.210 N,tee5heaf.Sl1a J12 NaiaWh VAR]JII. ielrp,FL 3M10 WB r� Ory, p )I,LB0.W M)BTM T5i PWISIIBeoI I Job R XuonBempwenwool.bGMnNle,F13Y256 Fun'.B.IIOe Mer 91So]FMp'01108W 0201]Musk IMLLVIW,IM WW WyI]N'.SZ/5201)17 1 D:Gi6tlF9NX3f1j9dn23188vv�rAU-rzS,ROBUNg2r0 W Ola#IRCSBigSBOMZLOBBIdo 1b8 eL4 6 11 PO 1560 1S 12 ffitd 22-1-0 14L0 4J-12 6-12 L6-0 LBO 12 4b,T 280 we- Scale=1:41'2 5 6W 1T U is 34 11 34 II 4 6 y8_ 2M II 2W II 66= dffi= 3x6= ] 0 12 ,e 1] 11 13 10 'pa 11 ]x,0= M0= 20 II 188 6S0 11-0-0 _ iSfW 26,8 2214 b80 4-88 4-0-0 1 L60 4YB FPO Plate Ousts OLYI- 12:004Etl0el 13:03-00.241 r/ a04Edgsl fWaS00.24I LOM M Sol SPApNG- 280 M. DEFL. in (Joe) bel lb PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.83 Ved(LL) -0.2411-12 aBHB 200 MT20 244/190 TCDL 10.0 lumber DOL 125 BC 0.n Ved(TL) -0.4911-12 a53t te0 BCLL 0.0Rep Stress lncr YES WB 0.30 Horz(TL) 0.02 10 Na No BCDL 10.0 Code FBC201MP1200] Wrd-MS Weight:13116 FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Sheathed or 50-14 pp purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceitng Mredfy applied or f 0C 0 oo lending. WEBS 2x0 SP No.3 MITex recommends Mpd Stabllloer3 an==s s 6reGng be IOstalled tlu n tNss BIBCII00,M aC5186 Ze! InsI ofi,n aide. REMTIONS. (IWslze) 13=8]364-0 (thio 61-8),10-b]3N5-8 (min.a1-8) Max Hors 13=108(LC 11) Mx Uplitl 1a3=229(LC 12),10=-ZugLC 12) FORCES. (Ib)-Mar.Corep4Mex.Too.-All to.poll(g)wiesa exospnwtlenshown. TOPCHORD 343=024hM,23=-lWW473,2-4=1153/358,Ltb_--120V09,5-14=11311488. 545=-1135/450,a-15=-12081408,67=11731352,TE=-135&454,8-10=822288 BOT CHORD 12-13=-1551309,12-10=19pf]35,151]=-19M35,11-17=-190!/35,10-11-1 5 312 9] WEBS 4-12=-S,0259,511=34W258,511=483/565,5-1 2=-184551,312=-141 / , 0-1 t=13]098 NOTES- 1)Unbazanced tool live leads have been considered founds design. 2)Wind:ASCE 710;VUtd30mph(3,Wdxvl0 gust)Vesd=101mph;TCDL=5.0ps6 BCDL=50pet,h=25it 8=4511;L=2411;Who lfti Cat. Il;Exp C:End.GCpi=o.18;MW FRS(dimcllonel)end 0 C Elderlor(21 0-1-12 to 1-&15.Intetlor(1)1-815 to 1100,Exterios(2)1 1-0-0 to 160.0,interlent)20 1-1 to 21-11-12 000e:C-C for members and fomes 8 MFRS for reactions shown;Lumber D0L-1.6o plate VP DOL-1.60 3)Ptevld.tul ate drainage to prevent water pending. 4)This lmse has been coughed for a 10.0 pit deal Wortl live load nonconcurrenl With any Other live loads. 5)-This thow hes been designed for a live load of 20.Opil on Me bottom chord In all areas where a rectangle 380 not by 2-0-0wltle will fit between the bollom chord end any aMe,members,wilt,BCDL=10.Opsl. 13)Provide mechanical connection My Whew)of cuss to bearing plaza cepade of withstanding 100 to uplift at joings)except gOlb) 13=229,10=229. ])Graphical purlln re scamiatlon does not depict me size or the orientation of the ought along the lop an6br 6odpm MoraGraphIcal purllo representation does not depict the sin or the orientation M Ne Iwriin along the net,weirs bottom chord(Vaplllcal puriln representation does not depict the sloe or Ne orientation of me pudln along the lop andlor bottom choed.Gmphical puffin representation does not depict the size or to oriental of the pudin almg me lop andA,hohom ended. LOAD CME(S) Standard AWINNMa-Vxtly,Awo, Mm eMNF]ONO]ES ON Tao sen We1WE01ME2 eEFE0 .PdOE46)IAm.I.M. W9gnWM1 .aYy NM Mn Yb 1 Ihl tlaskNiOlx INy w[ Iers Ynwn.mtlklormlMMCA AIvrl try . nus bnla &rl c `CI wiry i A' ry 1u�rytm elersadwpM+alY haurynale.oeS¢o M'.tt —.1 ,, x ,,r -rtm' d u„ /aememe,nbe avv.Adamne..dry d� amid«Ire MITOW kdweM lttlJ t1 IaYA INdell P 1 Wl4ra wlX W�Ne 48 vJ h'oY and PWedY bun pile. rw(p�tlpWau. ladk.nlbrt 1 a3e.MiNary wxXm M kY1 INran m 91/IpI G•YIy CMwb eiBd9aq 8C9 WMy enipetinl 6900 Pella EM BW 9atily lNammX m'dI IM M1an l fMl hMNe 110N 1 50 i SY@312 Nemtlb.VTYZ314. Teirye,FL 3]010 loss nee YPe V ntaWtO 1'9]4inA T55 qwN S)w+CYI t Jab Reference lionel way Isulwgemwonen SUlroH JackwnvllY,Flsxzsw quer.e.vpp_f5x�IFg51%381gdnZ3186cnnDU rz5ROBUNIR IilOI¢OIORGZg9g8B'tWOZLWgRZjd1io 446 S6C 88-0 11 pO 15&0 1 b 2 21.10 22-1d dd 5312 1 LB-0 460 61 SL-12 10.0 9&- 3aY•141.3 aW V2 13 12 3 1 Ln 2 4 it 14 a,s. 4X5 c 1 1 0 0 15 16 ] 6 2W II ]a10= 6X10= 3411 .0 75-11 14413 1541 2213 "a -11-11 723 10 678 LOADING(part SPACING 2-0-0 CSI. DEFL n (Icc) Vdefl Ud PIATEB GRIP TGLL 20.0 Plate Gdp DOL 1.25 TC Al0Veft(Ly 623 ]8 x999 260 MF20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.]6 Ved(TL) -0.49 7-8 >529 180 BCLL o.o ' Rep Stress lna YES WB 0.31 Horz(!L) 602 8 Na Na BCDL t6o CoOe FBG201dR11200] Meltlx-MS Weight:1251b FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Stestred or 4-7-14 Oc puire, except end Wimals. BOT CHORD 2x4 Sp No.2 BOTCHORD Rigid calling directly applied or 1040 co bracing. WEBS 2x6 SP No.3'Faced' MIT&recmn..Me that StatAfteslsalMrequlretl chose breGrg 6-10:2x8 SP No.2 be Irelalled dining truss erection,In accordance with Stabilizer Inslalletim dumb. Mapxrm REACTIONS. 9=876q-0-0 (m1n.04-8),8�]5b5-8 (min.0.1-8) Max Holz 9=-128(LC 10) Max Uplift 9=-228(LC 12),6=MILD 12) FORCES. (Ib)-Max.Comp/Mex Tan.-All forces 25)(I1)orless except whenshown. TOP CHORD 1-9=8221321,1-1l=121119]1,2-11=113598],2-12=1210/512,3-12-113G531, 313=1129/525,413=-120&506,4 14-1137MR.514=1218/3]5,5 6=-820/322 BOT CHORD 615=-141035,15-16=-141M6.7 16-141138 WEBS 3]=-19515]1,4-7=-X7)276,2 8373281,3-8-2001571.1 A=-200V9)3,5 7-195/890 NOTES, 1)UnteMnced root live loads have been conwift ed for Itis design. 2)Wind:ASCE]-10;Vult=l Which(3-second ghat)Vasil=101 mph;TGDLd.Opsf;BCDL=5.0ps1;h=25X{B=451C L=2411;wave=41t;Cal. 11;Exp C;Encl.,GCd=0.18;MFRS(directional)add C-C Exledor(2)0-1-12 to 31-12,IMetogl)3 1-12 to 11-0-0,Exlehod2)11A-0 to 144-0WW;C-C for members and forces 8 MFRS for reactions shown;Llmlber DOL=1 60 plate ghp DOL-1.60 3)This those hes been designed for a 10.0 psi bommi chord live road noncomomerlt with any other live loads. 4)'This those hes been designed for a Irea load of 20.0p51 on the bottom chord In all areas whom a rectangle 3-6-0 tall by 2-0-0 Woe Wil lit between the bottom chord and any other members,with BCDL=IDOps1. 5)Provide meManlcal connection(by others)of truss to heeding date capable of wihstanding 1 W Ib uplift at joint(s)meld 02=11h) 9=228,6=228. LOAD CASES) Standard W.--was,NYEnpearralan sppGO N her 1X15 ANO P'CLIIaEa Y/Lx 114EaXHCE IIOEME)4Am.lael'tllaeEfCaE a4E. Demon WpwoarIa veaYy`w1Yr MnHW cmrt'CMni.IIYS Je$w k I ,ia ,n,P"=mnxlmi Lrown ag RkxmXUSutlW a ldbtlN �arrXfw ! eVUAQgwpmW10r1¢Xrne g1tlGlolpQNTBotpgYlo pelu:NiS �Itl Maw �/onm� ersN( dbmgvWTtln d-ro mole,��tlwaolefew2rd to P .CMre WWde rXrwvl 10Y-1 gWlWRe m1-mi ft.epaero n..ktMabR 'doloo," son idammwl m— mw11—. rsl/I%I owes, w . ecca vgwCL Pilq CwnpawY aYatAM See XMd SMy InamoXar aMl2ie Xwn Irk%ale InitlMe 21D N.Lea Blieel.SUIIUT'2.Nemtl,W.Vr1Y131 Tairps H. scam sot We y n awv P— rese4a comlm 1 t . Joe RaMarce o tionm BtitlYq LmpnW 5u1911..MAprcI1M,11922X RYn:B 1,081Y18f 201]PM'e.t108EYY 8201]I.Rek .CSC Ne WMI.tr. ]-5]'18201]Papel ID:Glbxlig5lx861WIIZ3185a5nDUJ01FemCeezNj2kIJY]�flImPAJw510C9yNWSUin B-YB 11-1b L 2230 6]b 480 46q 670 3[W 441.4 1 6,00F2 11 12 w II 2w II 2 4 10 10 46. 41; 5 IW 6 6 14 15 ] 6 a4 I 1.10= 4a0= 3q 11 67 763 14813 1596 220-0 690 10.1 P29t 161 840 LOADING(psp SPACINO- 200 CSI. DEFL. In (Ica) Vdad Ind PLATES OMP TCLL 20.0 Plata Gtlp DOL 1.25 TC 0.44 Ven(LL) 47.23 76 >999 240 W20 244/190 TCDL 100 Wmber DOL 125 BC O.n Ven(TL) -0.50 )E >531 160 BCLL0.0Rep Streae Inc, YES WB 034 Horz(rL) 0.02 6 We We BCDL 100 Cod, FBC2014?1`12007 Metrix-MS Weight:125 In FT=20Y LUMBER- BRACING TOPGHORD 2m SP No.2 TOPGHORD Sheamed or 466 oc latrine, except turd vedlcals. BOTCHORD 2x4 SP No.2 BOTGHORD Rigid calling directly WW or l 0-00 oc bracing. WEBS 2x4 SP No MITek recommends that Stabilizers and .qulred cross bracing be instated during tN88 Braction,In accordance Wllh S Wbilzer Installation Quid.. REACTIONS. give.) 9=8]13/0-58 (min,0-18),(S:Sr&056 (min.0-1-8) Max Harz g=-1]2(LC 10) Max Uplift 1231(LC 12),6-231(ILC 12) FORCES. (lb)-Max.Comp RJall.Ten.-Ail forces 250(Ib)or less except viler shorn. TOPCHORD 1-10=1241/3]9,2-10=-116W395,2-11-1239/521,3-11-1163'540.3-12=-1154/533, 4-12-1230/515,413=1162/39],5-111243/381,1-9-828/325,5 6-82]/326 BOT CHORD 814=-188/]5],1 41 5=-16 89 5],]-15-16l WEBS 3]=2041506,38--2111592,2-8=-3]84284,4]-3]34280,1E=-102/915,5-]-183/915 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)W Ind:ABC 7-10;Vult=130man(3secondgust)Vaal=101mph;TCDLdgpsf;BGDL=5011.h=25R:B-1511;L=24ft;eave=4l;Cel. 11;E,C;Ehcl.,GCp1-0.I S;MW FRS(dlnect.nal)and C EAerlor(2)0-1-12 to 3-1-12,Intendr(i)3-1-12 to 11 1-8,E dshor(2)11-1-8 to 1418 Zone;and vertical left and fight eVosed;C-C for members and forces 8 MW FRS for reactions shown;Lumber D0L=1 W date gdp D01=1.60 3)This toss hes been resgnetl for a 10.0 pat bottom chord live load ncnwmurnant Mlh any other 11.loads. 4)-This tmss has been designed for a live load of 20.0paf on the bo8om chord In of areas vfiere a rectangle 360 tall by2-(YO Mde MII fit between me bosom awed and any other members,M01 BCDL=10.opat. 5)Provide mechanical connection(by others)0Inds to bearing plate cepable of Mustarding 100 to uplift at jolnt(s)Metal glib) ?_231,6=231. LOAD CASE(S) Standard Q W4FNNf-YMIy4MgpvsmMna ar,eeFJOeOFRds.,ea.ddEa.WlExaefFNINLE.ds.]4Am.leesca's E/VIIEYBE a1 1N —'e,lr 1".r,amvn—.11ttlaYu 1. tvInnerv. Wel—h Sr.eh, Okla„ r,.r MdA�p ttxnlgmnl.m I�mlu,n-Baine wilts WYdre dx4yw�rt,udaMlylM IXMkaAIry o1�YplµvamalemaN ovy vxtlle lNt tle43nlnb Me overall Mli� WdO�+4i 9ocY91MF.aletlalo Pevenl M:ckNo,MtMN lima vek m]/a chrel memM„ri . M lampxay�f+�+mnlb¢I�q } ek' kwttmma4�llnaxllane,o lxerem«x �+m mea.P�>+vxx4.yaawx+'<Irdrs�w.. io,uer,a,a 9Lrlm�:e,�mm�nm 1�4.2nm.Ix.op,..mlNNy.�a�lw,Qa aoym olmaw.ala mlss.yare�n>wwxu/mlvwlN olx«u.me-de=Ia acdl wlla.v�mwa.•1 sea P.m 6w 6w. 9Y.Iy IWpmOIlM avdAYiafmnlnalMRklr0Ma.21a N.Ire Sttxt]'uIM]12 Ne,aMIh VP Y[J14. Terrys.FL 3�,0 o loss utas YPa Y w1z 1se)eTOA 15] Carmen exposed Ge[4 Reference Relereefooluenift BWNYq CmnBW� 3uIpN.JCIaorvNh,In ache gYry,e.1f0¢ MBr31201]Prot e110¢rNY e2al]M1YbWArI®Irc.WBOEY ]fB3]I)2J1]PByBt GISxIFg51X3810UnZ31Bfcz6nDU-n MZes69WHIZLCSpr1301¢I Tpg8h14gIVGv/lrtl1. rima I zzap ' tv1,e tt-ve I 3w1e=110.6 9 6 10 6.N Fle al 1136 6 12 6 13 4 14 3 6 p ( 6 3@ II 33 32 31 33 29 28 27 26 25 24 23 22 21 20 19 16 are II 6rt 30 0 %eie Onsets(X,V1- 19'.0.3-0Etlgel {§]:O48.0.1E1133:0-4841-e1 LOADING(pad) SPACING- 2-0-0 CSL DEFL. in (lac) glen W PLATES GMP TCI_.. 20.0 Pull.One DOL 1.25 TC 0.14 Vad(LL) No - Nu 899 MT20 244/190 TCOL 10.0 Lumber COL 1.25 BC 0.09 Vad(TL) We - nes 899 BOLL 0.0Rep Stores Ina YES WE 008 Horz(TL) 0.00 18 rile Na BCDL 10.0 Cade FBG20147PI2007 Mal Weight:13]16 FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPGHORD 511mRletl or60.0 tic pudlns, wwat wM verticals. BOT CHORD 2x4 SP Nn2 BOT CHORD Rigid ceiling directly applied or 1000 oc bral WEBS 2,6 SP No.2 MITak recommends that St so II zere andr—u_7 ddoss bracing OTHERS 2x4 SP No.3 be inatelled during miss erection,in accordance Wlh Stabilizer Installation olds. REACTIONS. All bel 22-3-0. fib)- Max Herz 33=155(LC 11) Max Uplln All uplift 10011,prime afloll W,18,27,28.29,30.31.24.23.22 21.20except 32=-101(LC 12),19=901(LC 12) Mex Gmv Anneal ons 2Wlborlamatpint(s)33,18,26,27,28,29,3031,3225,24,23.22.21,20, 19 FORCES. (IO) Max.Comp3Max Ten.-All forcal(Ib)orless exceplemenshown. NOTES 1)Unbalanced roll Ilse loads have been considered for this tlmlgn. 2)Wind:ASCE 7-10;Vult=130mph(>mcand gust)Val mph;TCDL3.Opsi BCOL6 Opal;h=251t;B=45R;L=i eeve=2n;Cat. II;Elm C;End.,GCp1=0.18;MFRS(diractionsg and C-C Cormill0 2-12 to 3-10,Exteriorly)3-19 to 11-1-8,Cormil 11-1E to 14-10 zone;end vertical len and dghl exwwdC-C for members and forces 8 MFRS for reactions shown;Lumber DOL-1 SO plate grip DOL-1B 3)Tmss dmigned for vend loans in the plains of the truss only. For studs eglcsed to wind(normal to the face),see Standard industry Gable Eric Bell as applicable,or consuil queliiled building designer as per ANSUTPI 1 Tmss confined for wend lcatls In the plane Of the now only. For studs exposed to wilts mounal to the lap),see Standard Industry Gable End Details as applicable,or consult qualtlied building designer as per Al i.Tnes designed for wind Inds In the plane of the truss only. For studs ex nosed to Wind (normal to the face),we Standard Industry Gable End Del as applicable,or consult quallfled building designer as per ANSUTPI 1.Tmss designed for Wind loads In the plane of the truss only. For studs exposed to wind(normal to the lace),sea Standard 11Mustry Gable End Details as applicable,or consult qualified building designer as per ANSIRPI 1. 4)All plows are 2x4 MT20 unless otherwise mosedxd. 5)Gable requires wnOnwo bottom chord boring. 6)Truro to be fully shrathed from one face or securely bnewa Wall III movement(Le.Magi web). ])Gable stWb spaced at 14-0 OF 8)This tram has been designed for a 10 0 put barren chord lice lead nonconcurrent Wm any other live maLL. 9)•This truss has been designed(or a live lead 0120 Opt on Rte banner chord in all areas where a entangle 34YO tell by 2-0-0 tads W11 fit waseen Rue baRam chord rind any other members,with BCOL=10Gpa1. 10)Provide mechanical connection(by others)of more to bearing plate capable of Wihstandmg 100 to uplift at joini 33,16,2],26,29, 30,31.24.23.22,21,20 except(INill LOAD CME(S) Standard Q wAaaNe.rwY))Og1prF�mNeNeEloxolEeCH1M6IMe OFtuaEe YlEx aF£FIYafF.30 MF]m m.lem.OleaWPa usE Geearestoo rue orBY wlrh MIeAW cenwckx¢.Rkwtlpr6haa]aYYaWnpaanelem Ywwn wMawrm MrMM[MtlxpcmpawnL Ml '. GLrRw9Fe telae we ap lv.Y[Lg dcsprpa rnrsl uenN rip(;41eMNolcpYgr rn'nmrelersoM porienv rneaperaw AkaeLL3n mo MBovaar Atpg�a2N. 0ocMYVYoletltioVreveniWCMrtlulMvbMlnmweWaMlerdwdmemEersuiY. AOTbrvlwmWrWand�rmapnldacxp MITek' aawup reWrea wrnmrmardwwBr«nlcorrm¢BwmreP�¢ ra srrv�Wwor>enr�ae.F�gwprd aWm.. r«9�ar.p zp EW Itand soli liltta�,�wwry,caPmmiMSB9dln IN I- MmMl.ma, oXfio,OA GIBrM,0eBd9 and 6GL WfgaamWrwnl 14a,FILt Parl 33610 9dMylNpmWon wrc2Jepan Iran PaN1sIBr1e.218 IN In-Street.Sole 31 R.Ne�dWNy VA U. Terrye.FL 3Y10 s hips,Trim r i,1,IW,a ,38/BTM I. I.pIpPRCX 4 job Reference BIINXOCplµvnlx 6yyly,.Y[XmvrvYB,F13Ppse WIn:811aeSlas -FYN . is D% SENglxQOdIL1iPh8=aCR5OGfiepPSE 630 6 a" 2411 Sul.=Ila.2 3 4 3.00 12 13 14 J ass; z 1 1 A 5 is i 2.. II aw u 060 f e 060 600 Rete Ogsets(X.Y)- 11:04-300-151 LOADING(pi SPACING- 200 CSL7... OEFL. In (loo) good Us PLATES GRIP TCLL 20.0 Prete Gtlp DOL L25 TG Vert(LL) 0.08 611 x839 240 MT20 24M19D TCDL 10.0 Wmber DOL 1.25 BG Veh(TL) -0.20 6-11 x385 180 BGLL 0.0 ' Rep Stress Inv YES WBHOrz(TL) 0.05 1 hat Ne BGDL 10.0 Gods FBC2010FP1200T MalhWeigh:2810 FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Sheeretl or 660.purlins. BOTCHORD 2 SP No.2 BOTCHORD Rigid ceiliW dimelly applied or l 0-0-0oe trading. WEBS 2x4 SP No.3 MiTek recommends Nat Gebllidds antl mqulred cross bredng SLIDER Left 2x6 SP Nei 1-60 balrelalletl durin0lrliss erecad'.In acperdance MlL SIabIll2er Inslalla'in WiOa. REACTIONS. gblazah 5=227/Mechanical,12]21038 (min.61-8) Max Hoo, ldt(LC 8) Max UpIiB 5=-98(LC 8),1=-TO(LC B) FORCES. (lb)-Max.Canp.IMax.Ten. All fomes 250(It)or less except Mien shown. NOTES 1)Wind ASCE T-10;Vult=130mph(3-second gust)VasC=101 mph;TCDL=5.0ps1;BCDL=S Ops0 rr25ft;B=4511;L-248;eai Oat. 11;Exp G;End.,GCp=0.1Q MW FRS(tllracti0rWf)and C-C Exterior(2)06010360.Intenogl)3 0-0 to 6-4-0 2oiC for members and tomes&MFRS for reactions shown;Lumbar DOL=1.80 plate grip DOLr1.60 2)This tmss has been riasignatl for a 100 psi Whom chord live lead no mmondurrent with any other be loads. 3)'This buss has been maximal for aIre load of 200191 on the bottom diwm In all areas where a rectangle 360 tall by 2-60wes, will fit between the bolt.chum antl anyothe,members. 4)Rater to ginder(s)for true to truss connections. 5)Florida mechanical connection(by omem)of trove to bearing plate capable of wllhslanding 1001b uplift at joints)5,1. LOAD CASE(S) Standard Ow4sxw wM wiss, mmWm. 4s ON rare axe Bselboso Ambox REFORM PCe PA GE harnor ,x th"i a. bB. nn pas I.,xi WlW-1,..1M —.n1-.uNwu _ d� W, dand B.lae me, he bumn,j wdi undit-ift,heorrfix ty ,,c unl t. 114,41 V II .telt lY}nll sx, 'Al YMV Ipn, amYglMkMed6tgevmiLuctllrylol'rcJatlwllnBwet,rift Mil - rry rN Alm xleem nlxaHrcl MOW x..'}ibl([WllmYavN to rim— t—.Q J111,fxwAL6b sxNMy 11111111.T'11 ]µ.I. N ytl- B%y4.nl,,orfur,—.uM tum, p.11n1unn uM Nn"temi...VIM 1 Outlay oxi 01i.a,sl.,.no o—p n9n1m4 Pmt low BMtl. BYNx tlmmdpp-.a—him,F,st,"r Me.9eN.lcuStreet.Shc1'J12 PMnaxfMV VA'Y1.I I I Tnrye,FL SM, toss rlln Type nit4wts 1R]aiW 160 AbrcMclsiv,onee GaEY 1 '.JOb Relerhom tion BUwasum,sonV a."Je[YmiMYe.FI3Y156 MealfoalW31A1]PIM'a 11oa1MY 6RD1]MTBRIM_d`?q pro We!uKknlb]nbirV]Gp l 10:G5LFg51X3BjgJIZ3198cE5nOU-g]pebTGFriVo'tggna4e10u'ScbOYlbmbuLGTIYq]Fdn Bs a 42 P1 e Stale=1 Y2.1 m11z 27 I Se zs zs 271 z4 23 21 65% A 8 18 16 13 me, 12 d 0 11 e 8 56 TI II 384 LI 1 2 57 N X65 54 53 52 51 50 40 43 4] 16 45 U 43 42 41 Ion 3B 38 37 36 35 34 33 W I31 3x4 II as 34 ea 3d a5 PI t 011sas l 4Y)- [27,0,30X0981 LOADING(mQ SPACING- 280 CSI. OEM. In got) Vdel L/G PLATES GRIP TCLL 20.0 Plate Grip DOL125 TC 0.32 VM(LL) 0.00 28 Nr 120 WT20 244/19D TCDL 10.0 Lumber DOL 1.25 BG 0.35 VedQL) 0.00 28 Nr 120 BOLL 00Rep Stress lni VES WB 0.11 HorzQL) O.00 40 We Na BCDL 10.0 Code FBC2014RP12007 WatdxS Weight:3521b Flt- 0 LUMBER- -- BRACING TOP CHORD 2x4 SP fill TOP CHORD Sheathed or 6-0-0 w pudils, except and ve mels. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid m1hW Cirealy spilletl or 1080 m trading, Except: WEBS 2,01 SP NOZ'Except 6PO m braorl 4740,4647,45. ,. 445,48-44.42-43.4142. 2831:20 SP No.3 WEBS 1 R at midpt 26-32,2533.24-34,23-35,2236,2137, OTHERS 20 SP 1 2036,1939,1&40,28-31 vt recommeMe Nal Stabilizers and requlred nmsa banang ho handled during truss enstbn,in accoManoe all Stabilizer lretauenon cess. REACTIONS. All atlngs 34-9-3. gbj- MarcHoa orz 57=456( 1000 Mex Upll6 All u,43.001b mlessa.io. *,32,W.M.M.36,37,3vept56. 41,42,43.44.45,48,4],48,49,50,51,52,53,56,31 except 56=-399(LC 2) Mex Grey All1,42,dl0re2Wlborless Blj9.50,52,33,34,35,36,37,38,3940, 41,42,43,44,95,46,47,48,49,50,51.52 53,54,55,56,31 except 5]>137(LG 12) FORCES. (Ib)-Wax.Comp.fishe.Ten.-All forms 250 gb)or less except when shown. TOPCHORD 1-A= U123,1-2=-]66257,23=659@21,3-513—MM12,4-58 6481217, 1rx l 207,5 -592/197,6-7S IM,7-8=.3 178,89=-51411]0,940=485/162, 1091=-45&152,11-12=-432/143,12-13=4051134,1344=-37&124,14-15=-351/115, 1548=-325/10,16-17-29805,17-18=27196 WEBS 2-55=141/374 NOTES- 1)Unbalenowd roof had loads have been considered for this design. 2)Wind ASCE 7-10;Vull30mph(3-sewed gust)Weill 01 mph;TCU"opsf;BCDL=S.Opst,,h=258;B-,151t1 L=24ft;save=20;Cat. II;EpC;Enc.,GOpib.18;MWFRS(derinef and C-C Comish3)0-212to 3-212,Ec ibg2)3242to34-1-12.Gomer(3) 34-1-12 to 34-93z I,C-C for members and tortes&MFRS for rearfirms shown;LumOer DOL=18o plena grip DOL=1.60 3)Trtas designed for wind loads In the plane of the Wss Only For antler examed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1.Tmm designed for wind loads In the plane of the truss only For studs exposed to wand(normal to me lam),see Standard IMu itry Gaulle End Deals as applicable,or consult qualift etl building dedigner m Per ANSt/TPI 1.Truss designed!for wind loads In the plane of the lmss only. For Anda exposed to wind (normal to the lam),sea Slandard Industry Gable End Details as applicable,or consult crehlletl building designer as per ANSVTPI 1.1'mss ceagned for wind lauds In the plana of the truss only. For studs exposed to Wind formal to the lam),se Standard Industry Gable End Offals as applicable,or wreult qualified building designer a per ANSI/TPI 1. 4)AII plates are 20 MT20 unless otherwise Measles. 5)Truss to be fully shammed from one face or securely braced agents lateral movsmere(Le.diagonal web). 0)Settle studs spaced at 1-4-0 06. 7)This raw has been designed for a 100 vul human Mord live Iced nonconcurrem vain any other live loads. Q WA.-eve,4WenpvwrMeeNaexoed—ol Trtls ead NCLWEO IMIEx IIEfFA4MCE P4oE1F701 m'.Iaess", PE 1/SE Seer vol for us oe,,Mw�MI1H@em bn.TY ersesn.ASO on,up—h+aaelea9vmn.aMx lo,m..Wetlrp cwMux trot0. niaMlBlm 11eWo�.nw IMQfy daWjiee mW werlNn¢oFNlc[tlIN oldeYq,tplonvasi5a10 pcool"n wgxde ntrMLL3r,No ire ovardl WdgtlWai.a¢nelrNkaletlkwpevmldxcMgrnYMM1Ad a�vreb m]1n cMa..soca. M61b,a,l lemp,/e,Y aM pamTer,l aalp adwaarepeedMnWnYaMlo PevenlcdWra wllnpovfAe pppuvvJ lNeYaMa lY6an P.Tu q.'rx+rW px]mca,gxadpxw Time,MEsg0 {YA-plYtLeor�s.delNery.e,eClnnatld¢4g of M,ves Wilnaeybnvc MN51/IVII fIWIrY 6',IIMYr.nS!'a9 aq aC9l B:iSy Conpariw4 Te,gs.FL 3aN0 eJNy IIYpIMMn awdtde Yam Bis ROR xu6Alre,Rle N,lea Slreol.910 J 12 NexaMM.V P Y1314. ss w ye Tlil 15 Im tN79TOA T60 MpIM SUWsool GeW 1 Job Relerexe IlOnel BWpIng GOIryCMN$gssy,Jeduoua Y.I'l mot8110..131.17Isis 6110 a WY 6201]No OK lnsV1W.14.Was A 17 WS7212017 PAy12 ID:GISZIFg51X381gd02319ace.oDU-g]pehTGFZWo4gprnafa] DaibmbuLGTWjzFdIi ROTES 8)-This truss has been tleslgrcd for a gye load of MO,sf on the bottom chord In all areas Wfiere a mOangle 3-6U tall by200 sole villi tit between the botlom chord and any otner meross. 9)Protide mec0anlcal mnneclicn(by others)of truss to bearing plate Wahl.of willlslallding 1001b uPlllt W)oIM(s)M.33,34,35,38,37,38,M,0,41,42,43,44,d5,48, Q,48,4 ,50,51,52,53,5a,31 except Gtdb)58=399. 10)Non 3lendarl bominf, ondltlon. Reviewrocuined. LOROCME(S) Standard QWARM'Ig E.My avlpn IeMJcu {vao.. EYO MIBN01E3 CN1M6Yle NCLYefOY2NPF£EMM'E IMIEW)O9nr.le0.Mtll6BEFa rn Ce9al veWJ la use oNY M61 Mw¢cicvs.MiJetlgiLlmallxYYUWOLxEMaelersslwwnaY]Islolm lMNNAxM WIJXp comVmwnl.lxrl 1m �1ae lffi,11'e blkbplgeM411Mx lvloIM ktlYlly of Jatl{I mlpXvlYlncaryxole llStlryFlu tole uveltYl MITek' bNolon nom, erpk 'Non M fsC.of—oo.MmgdImW«M hdwaAfeplldbril[dlrymlwgev 1mlq.Mwllh WYMe r» ✓A leryoxlPtt+edYIXmgre. �� 1vd9uWlnrel padre Ew eea P.ie.E.n eNe. 9ltlY.s.., a Waage,CeWery.xe[:MmaM d'M:Ygol M1t�aJlnmsyslemewMN51/IRIGWIy CMxb.O5Bd9 aMBCL WiMpCongwleni INpTOIOn wd?.Ie hwn111m Rale MlMile.tl6Ntee IDeaL 5J1e312,Nemvlb VP2YJll I T.rrye,FL ]]610 VV 10 o„ 3moommo_p¢7mo3s ro4.,C'.°o3N ao0o-• o-•' 3� m>ZA .J 'DNso Z ; ODyZomD yH a 0mom3.yoO 0nOvo « D as omm 09c$ ma o oo no $ $ mvom yo . 5om z' 0na3o'OV000opoooc5a�03 ZnDo � -� R � 0x° �a0 o �� Z5° 2mo0p m m - my£ OOO ° 00 � 0 on - SOO 3O Q' < -•m O c�' w J m o m g A a n v Z 02 `O TOP CHORD mo q.0 z , cia - z w m N pa � umi gOi a � > ap n �mn w mf m �A 8o am do 3 m o o n o I mN� % m m Nm 9crD OO ° �z 3 f O 3 n B nm io w.o < Z3 O ME 3 7 00 6 m m o n N < O �» co Em S Z An P VQ6 W \V 3 a mR 3 E; 0- 0 m TOP CHORD a 9 s� $ Np3 ,s $�$n $ 3 0 D nm oa g. .� RS �� qqS od m$3 p� p mmol 3 9�`S xa o O N ^ 3m 80 30 3ga 3 RImW o: ��c pR 081 m V' 33 m30.qq �l odp$$$",E R3_ N O 9o' m& 4 3m fl� m ¢$ Sy g3' B �� a° OR, 8C O ~6 9 m m� 4 28 a @° zR 9- q0' __ o --5 OR, °'3 CD g n3 d.°-�° 4 "� 3 4$ `�'g a.� gn gn ti nxR a 8a` 3Q im da O f Qm o6 dao R3� 3 R£ 0�� n g`q sog . q� �1 as Se �o �9 1° m8 �g >oo � RM 5x' o c Q m as mo a $ m a �o 98 a 3� �� a” 'yam "�� $ om R a° & �fl 8m S Qa° 8 Z O Q g m A 3 _ i�5 0 3 'a° ag 3$ 00 IS J� �' 3 3�Q n 3 (D P� (D \VA�� 3� co MAP SHOWING PL 0 T PLAN OF LOT 49 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED 1N PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. --� DENOTES DIRECTION OF FLOW TYPE "C" DRAINAGE ELEVATIONS SHOWN THUS (13.40) PROPOSED WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC., DATED JUNE 2013 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 vy NO / 0 G• � � �� a�J�•��pe°y P,✓ �P� p o�oti � 0 FTZ�9 Q�pc,�0�G�\�P ea O.�QOSE sol o QF.() 5�O1 / F``�d01 xQ C� ilk -- - - 7 / � O S N. � � V Q APPROVED �yFy9 \ oG��oo�oA lacla-e dipAz �o o4 tic oft F� DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN TREE SCHEDULE BUILDERS ENWRSEMENT LOT 49 MODEL "CAPTIVA" LOT SQ. FT. MINUS EASEMENTS/WETLANDS 6,750 SIGNED: L NAME. 1 ��`, LOT SIZE 7,225± SQ. FT. ACRES= ,750/43,560 0.15 DATE: '� ' ' DRIVEWAY TO R/W 336± SQ. FT. ACRESx O=REQUIRED TREE INCHES 6.0 ENTRY WALK 37± SQ. FT. THE REQUIRED NUMBER OF TREE INCHES WILL BE MET ALL PAVERS USING 2" DIAMETER TREES. ALL MEASUREMENTS ESTIMATED RIGHT-OF-WAY LENGTH 60.00 FT. 70% OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, FRONT 581± SQ. FT. TOTAL IMPERVIOUS COVERAGE 4,298± SQ. FT. 59% WITH NC MORE THAN 50% OF THE SAME SPECIES. BACK 308± SQ. FT. TOTAL EASEMENT AREA 475± SQ. FT. UNDERGROUND ENCROACHMENTS NOT LOCATF" THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA , INC. LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS N0. 3857 Legend COV. + COVERED F.F.E. + FINISH FLOOR ELEVATION =5 FND - FOUND WC + AIR CONDITIONER -4 - ES.-'l - EASEM NT I.D. - IDENTIFICATION SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW GONG - CONCRETE P.R,M.+ PERMANENT REFERENCE BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY - MON. - MONUMENT MONUMENT I.P. - IRON IPE P.T. + POINT OF TANGENCY I.R. - IRON ROD P.C.P. - PERMANENT CONTROL POINT ALL A = DELTA ANGLE P.C. - POINT OF CURVE AMERICAN CH CHORD P.R.C. - PONT OF REVERSE CURVE A - ARC LENGTH P.C.C. - POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS B.R.L. - BUILDING RESTRICTION OF FLORIDA, F.P.&L- FLORIDA POWER & LIGHT INC, (cALc.)- RADIUS DEED ATED JAMES D. HARRISON, JR., No. 2647 ((D)) - DEED (TMP•) = NATTYPIONAL MICHAEL A. GARRETT, No. 6643 (P) + PLAT NGVD NATIONAL GEODETIC VERTICAL (R - RADIAL LINE DATUMNORTH SCALE 1"=20' rt •�7�7 - CENTER LINE NAVD NORTH AMERICAN VERTICAL { R - RIGHT-OF-WAY - `� 9 -x- - FENCE P.I. - POINT OF INTERSECTION __ (W) WITNESS EOW - EDGE OF WATER DATE 04-14-17 - TOB - TOP OF BANK LORI ISTERED SLkVEYOR A -MAP-PER __$ F.B. X DR. BY BRB DIR, P:\2017\81836-155113-plotplan ORDER NO. 155113 FILE 81836 - I Li ®.ws h e 16,2017 8 THE CAPTIVA z Q6 G m6m 1-' O 2 IL Z�O Ovan Gnd,AIA AR 96399 Manuel Gonzalez,AIA AR 96730 g � ABBREVIATION LIST GRAPHICS LEGEND SQUARE FOOTAGE NOTES LIST OF DRAWINGS Sang7Z3ZLaee,PE 0 3 :PARTIAL N iINTERI R ELEVATIONL1J w Abbrev. Description Abbrev. Description Abbr v. Description bETAtI# DETAIL► AREA CALCULATIONS S.F. c> covERSHEETSSIndeEoEDrawinON W o _......__.._.._.........................._............gs ...__...........__................. o S w # NUMBER F.P. FIREPLACE PT.LD POINT LOAD DRAWING# `DRAWING! GNl GENERAL NOTES o FIRST FLOOR 00 o & AND FRT. FRONT PWD. POWDER ............................................................................................................. ................. ...........................................................................-_............ V z vl ........... 696 o p - EQUAL FT. FEET PLW. PLYWOOD BUILDING S�C�TION ; I� ATL CALL' SECOND FLOOR FOUNDATION PLAN ___...__.._........_.._._................._................................................_.._ ,°��Z .._....._.._D°...............AT...._..............._._........_....._.....__......................_FTS:....._..:FOOTING..............................-..... -_........._..........._......_......................_.__.-._.................._............. DETAIL# ( DETAIL i A1.18 SLAB LAYOUT p W o o A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER --- DRAWING t _ DRAWING# TOTAL LIVING AREA 4 A1.N FOUNDATION PLAN,NOTES,SCHEDULES,&DETAILS 2 o ABV ABOVE RA RETURN AIR _ _ ^ d�2 z FLOOR PLAN z� C ADJ. ADJUSTABLE GAL ALLON RAD. RADIUS CEILING HEIGHT 009 a o A2.18 IRST FLOOR PLAN v a 8 0 V F R G.A. GAUGE REF. REFRIGERATOR i 0 A.F. ABO E L00 U 3 COVERED ENTRY m O A3.18 SECOND FLOOR PIAN - I SPANISH TI _............._.................................._.._..._....._.__....._.._.__...._....................................._...._.._........_.................... "E ` '° _ N zd A;F.F.___ABOVE.FINISHED FLOOR _ __.GD ARAGE DOOR_ __ _REINF R_EIN_FORCING_ � CENTER LINE � 1 308 LLQ 6 a 01-"' o ROUND FAULT _ COVERED LANAI A3N FLOOR PLAN NOTES,SCHEDULES,&DETAILS a E ' r Z- AHU AIR HANDLING UNIT GF[ INTERRUPTER RM. ROOM ELEVATION MARKER ® SHAKE SIDING ...._... .._......_....__........._._—__._._........_................._..................._.............._.................._._... Q E 0, 3 --.._._.-_..........................................................................................._...................._........................_................._.._......._.._..............._._......__.._..._.._.........................._..._._..._ GARAGE(s) i 4 m ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING EXTERIOR ELEVATIONS J ,583 u z SLAB RECESS ® SIDING 1 ID o w ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED BALCONY A5.18 FRONT&SIDE ELEVATIONS J ,� s c R&S ROD&SHELF :FRAME BEARING WALL ® BRICK AS 1 18 EAR&SIDE ELEVATION,&ROOF SLOPE PLAN a N o +moo 'INTERIOR WALL LL B.B.Q. BARBECUE H THIGH R.W.0 RAIN WATER CHANNEL AS 2 18 EXTERIOR ELEVATION DETAILS O BD. BOARD HB HOSE BIBS _......_...............__._.............................._............ O B.F.F. BELOW FINISHED FLOOR HD./HDR. HEADER SF/SQ. .;SQUARE FEET NON-BEARING) 0 STUCCO FINISH TOTAL BUILDING SECTIONS _. .................._...................._.. ......._._......._.................._................._...._..._._._ 80TT. BOTTOM HGT./HT. HEIGHT SGL SINGLE ® CMU MASONRY WALL EARTH A7.18 BUILDING SECTIONS v S BR. BRICK HORIZ. HORIZONTAL SHT. SHEETi ................_................_..._...........-'------.._..._....................................................................................... v 8 z BKFST. BREAKFAST SH. SHELF ® GABLE END WALL INSULATION DIFFUSER LAYOUT c S INSUL INSULATION SHWR SHOWER M1.18 FIRST FLOOR DIFFUSER LAYOUT n ............._............................._.........................................._--................_.._..._.........................._.._..- ® FRAMED KNEEWALL { DECORATNE STONE -....._............_...-- I CALC. CALCULATIONS INT. INTERIOR SL. SLIDER M2.18 SECOND FLOOR DIFUSSER LAYOUT LL.1 LJ mw C.J. CONTROL JOINT I.L.O. IIN LIEU OF SPECS SPECIFICATIONS ;DROPPED SOFFIT ;PRE-CAST LINTEL/HEADER ?z o .............CL.............CENTER LINE...._..._...--'-'--._........_.....__......................................................_. S.P.F... SPRUCE PINE.FIR ELECTRICAL LAYOUT Q a CLG CEILING KS KNEE SPACE SPRG. . SPRING POINT E1.18 FIRST FLOOR ELECTRICAL LAYOUT W W CMU CONCRETE MASONRY UNIT STD. STANDARD DESIGN CRITERIA _E2;18.....SECONI)._FLOORELECTRICA.LLAYOUT._._................._...................._..... d o>a7 .........._ . CLEAN.OUT...._......................................._....__..L................LONG...._........_.._..._...__-._...---.,_STL:.........STEEL.....__...--'--.._..._........................ Lu m dT COL. COLUMN LAV LAVATORY STOR. STORAGE TWO STORY:FIRST FLOOR-FRAME SINGLE FAMILY RESIDENCE: GROUP R3 STANDARD NOTES&DETAILS = o COMP. COMPRESSOR LDRY LAUNDRY D3 STANDARD.NOTES&DETAILS ....._......._................................. o SECOND FLOOR-FRAME BUILDING TYPE: V-BEn r W CONC. CONCRETE LIN LINEN T TOP 67 STANDARD NOTES&DETAILS Q p o v�1 CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE&GROOVE RISK CATEGORY: II DB STANDARD NOTES&DETAILS Zo L� TEMP. TEMPERED ._..._......_._..._.........................................................................._...__... _.._................._._.._.. ....._..._._...._. ... .... _.-..__...__._...._ j DESIGN BASED ON FLORIDA BUILDING CODE WIND DESIGN BASED ON: ASCE 7-10 U C) d N w6 DB. DOOR BELL M.B. .MASTER BATH THK. THICK HOUSE ELEVATION ABBREVIATIONS U a Q o DB D BLE MAX MAXIMUM T.O. TOP OF STH EDITION 2014 L:............._UU.........._............................_.............__ .............._....._..._...t............................_.........................._........._.............................._..__......__._. ( ) U _.._._._ o ---......................_.._......_._.........._......................... R.&SH. DOUBLE ROD&SHELF M.C. MEDICINE CABINET T.O.B. . TOP OF BOND BEAM """"' �O ABBR. FULL NAME ELEV.CODE _ U w m o F.B.C.STH EDITION(2014)RESIDENTIAL ULTIMATE DESIGN WIND SPEED 130 MPH Rev r\ ov1 DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD -........._._..._.._.._......._........................................................_..._._.....}........_....................._................_................_..............................._............................__._.._......_.........._............. Gv* MAN. MANOR 03 U o w„zo DET; DETAIL...................._..._..........._............,........_MIL: MILLIMETER T.R.A.N. TRANSOM F.B.C.5TH EDITION(2014)MECHANICAL NOMINAL DESIGN WIND SPEED= 101 MPH _ p WIL. WILUAMSBURG 07 Q ...._. +� _ _. ._._. ...._..... ...... . ...._...._._._-._..................................... U; DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL F.B.C.5TH EDITION(2014)PLUMBING IXPOSURE: B S % 1 " l PRO. PROVINCIAL OS Ym W 3 ----..._.................._..._._............._......_........_............_._. m DIM. DIMENSION MIRR. MIRROR .r+M"" �� CHA. CHATEAU 09 f F.B.C.STH EDITION 2014 ENERGY :ENCLOSED BUILDING INTERNAL P - 6 o VER Z VERSAILLES 10 DN DOWN MLDG. MOLDING UC UNDER COUNTER t.18 .18 v>F g' z o ........_....-----.._..-'-------------....._..............................._. .... .... _._---_._........ NLESSNOTED__.............._.......... CONSERVATION :PRESSURE COEF.: / TE 6_��..r ......._._CLA........... ......._......... CLASSIC ._.............._ ._..... 18 ......... '".'' z 3 DR. DOOR M.P.H. MILES PER HOUR U.N.O. E pA .+�" -..-_ F , !OTHERWISE F.B.C.5TH EDITION(2014)FUEL GAS FOR WINDOWS/DOORS,SEE FLOOR - MED. MEDITERRANEAN 19 Z w o DS. DOWNSPOUT MT METAL THRESHOLD X Im NED TRA. TRADITIONAL 20 c c > -- PLAN FOR ACTUAL PRESSURES: SIG m D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER F.B.C.5TH EDITION(2014)ACCESSIBILITY COU. _ COUNTRY-MANOR 21......_..._.._.. z o 0 3 DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL NATIONAL ELECTRIC CODE 2011(NEPA 70) FEMA RULES&REGULATIONS HER. HERITAGE 22 F-- `- o ^z H DWG. DRAWING O.A. OVERALL V.T.R. VENT THROUGH ROOF N.F_P_A_1012014 ASCE 7-10:MINIMUM DESIGN LOADS MSN. CMIS IONN 30 28 ¢ _ _.._.__.. ......._.................... -............................._.................._..._..._....-'-'--........... <n w o z E EGRESS O.C. N CENTER W WIDE CET. CRAFTSMAN 31 r ' (n o o _..._._ ...__ ___....._..........................._....._.....................__ ...____.._..R...-.___.__..__....._...-......................................_.-._................_......._._._....... THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED E.E. EACH END O.H. OVERHEAD W/ WITH I AND SEALED OR WHILE CURRENT CODE IS VALID SCL. SPANISH COLONIAL 32 m a z E.W. EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET BOR. BORDEAUX 33 0 o EL.___ELEVATION_ _ _OPNG:._ PENING WD. WOOD BRO. BROUGHAM 39 _._..--' --'---..__.._._...................... ......... z o ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW REN. RENAISSANCE 40 m 7d ENCL. ENCLOSURE PED. 1PEDISTAL SINK W.I.C. WALK-IN CLOSET VIE. VIENNA 41 Z2 o z ENG. __ENGINEERED POLY _!POLYVINYL WP GF WATERPROOFGFI TUS. TUSCAN 44 * _.. --. _.........._....__.... .. _... ......................._......_._._......._._........ s - o `p'OUNDS PER SQUARE CLS. CALAIS 46 v� Z EQUIP EQUIPMENT P.S.F. W.W.M WELDED WIRE MESH ...._.............................._...................._.....__.._.........................._..................-' - EQQT......................_.................................................._..._.... _.. . ITV. ITALIAN VILLA 58 0 0 3 i EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC PBC. PALM BEACH 80 __._.................._........--- Z5�j g W FIN.FLR. FINISH FLOOR PSL ARELLEL STRAND(UMBER CRB. CARIBBEAN 81 FLR._ FLOOR __ P.R. POWD_E_R ROOM _ M o uN w FND FOUNDATION '--_ P.T. PRESSURE TREATED v_......i_._ .:-..........._....___._.__......._........................._. _. CST. COASTAL 82 0 W 2 Z W ZOZ rl Z O h Otj O� w� ; z fid, i �o Z za CoU to 96R_ > �o� Lu o a u t o J U a,Y. 1014.0 GENERAL NOTES "..,.."e."m.....a. DOORS&WINDOWS PLUMBING NOTES 2" 1.IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE;PLUMBING AND q�9 AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH,24 INCHES IN RESIDENTIAL Si HEIGHT&5.7 SFT..F OPERATING MECHANISM FLOOR AND NO THE AREA.THE BOTTOM OF THF OPENING SHALL NOT BE MORE THAN 44"OFF THE ALL HOSE BIBS SHALL BE FURNISHED W/BACK FLOW PREVENTERS AND BE MOUNTED 26"ABOVE DURING ERECTION.THIS INCLUDES,BU715 NOT UNITED T0,THE ADDITION OF W NDOWS GREATER THAN 72 ABOVEFINISHED GRADE SHALL HHAVE THE WINDOW D HIGHER ILL THE GRADE. WHATEVER TEMPORARY BRACING,GUYS OR TIE-DOWNS MAY BE NECESSARY, GREATER THAN 24'OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES,PIPING, THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SMALL BE AT OR NEAR THE SILL. EQUIPMENT,ETC. WINDOWS INDICATED WITH ) SHOWER HEAD © CODE W/RESPECT TO MIN.EMEERGENCY EGRESS REQUIREMENTS PER N.F.P.AI..CONFORM 24. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 74' ALL GLASS WITHIN 24 INCHES OF ANY DOOR,SLIDING GLASS DOORS,ALL GLAZING AT TUB AND HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'•10' SHOWER ENCLOSURES AND WINDOWS LESS THAN 60'ABOVE STAIR LANDINGS OR TREADS SHALL BE GENERAL NOTES .z.W STRUCTURAL DESIGN CRITERIA TEMPERED SAFETY GLASS,SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 O SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE UIPPED WRN ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES,RULES,REGULATIONS AND p= LIVE LOADS: ROOF 20 PSF(REDUCIBLE) SOLID W000 DOORS NOT LESS THAN li/s INCHES Q RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. O RESIDENTIAL FLOOR,UNLESS OTHERWISE INDICATED 40 PSF (35 MM)O THICKNESS,SOLID OR HONEYCOMB CORE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE 40 PSF STEEL DOORS NOT LESS THAN li,¢INCHES(35 MM)THICK,IN HI MINUTE FIRE-RATED DOORS. v� BALCONIES/DECKS WHERE MASONRY OPENINGS REpU[RE WOOD FRAMING,TO FR WINDOW OR DOOR SIZES,PRESSURE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. .. STAIRS 40 PSF TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4'DIA,x 3 1/2'TAPCON SCREWS,6' Ovan G.Drummond,AIA w ATTIC WITHOUT STORAGE 10 PSF FROM EACH END AND 12'C/C.ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ DRAWINGS SHALL NOT BE SCALED, AR 96399 N w O ATTIC WITH STORAGE= 30 PSF AR 96730(2)ROWS OF 10d NAILS AT l0'QC. INSTALL SOFFITS PER FBMR703.1.3 AND R616. Manuel Gonzalez,AIA m HABITABLE ATTICS SLEEPING ROOMS 30 PSF WIND BORNE DEBRIS REGION SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS(S REQUIRED). Sang-Yub Lee,PE S � EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE 72328 p a8 CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI SHALL BE PROTECTED WITH WINDOWS,DOORS OR SHUTTERS WHICH HAVE RECEIVED A ML1MI-DADE 3 O STRENGTH OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE(NOA). THE NOA SHALL DEFINE THE W w�d ®28 DAYS MI,Rr(MUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE ��yy y m REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO AS ANIS APP12OVED NOA AND THE CONSTRUCTION DOCUMENTS,THE MOST RESTRICTIVE REQUIREMENT SHALL LL rn p w ALL REINFORCING BARS ASTM A615.60 60,000 PSI PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. 'y00 _ ALL STIRRUPS AND TIES ASTM A61S-60 60,000 PSI GYPSUM WALLBOARD p B- ,(U T < POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS.OF 2 m R FIBERS PER CUBIC YARD PROVIDE 1/2'NO SAG GYP.BOARD ON ALL CEILINGS.PROVIDE 5/8'TYPE"X'GYP.BOARD ON ALL U) N GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE.GARAGE SHALL BE SEPARATED FROM THE U o[rn CONCRETE ASTM C90.O1,STANDARD WEIGHT UNITS,fm=1500 PSI MORTAR TYPE'S'1800 PSI RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2'GYP.BOARD APPLIED TO THE GARAGE SIDE. -' m(71 - O O MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIED (j,) w ?00 O� O UNITS: DURING CONSTRUCTION HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS,UP TO S'ABOVE FINISHED FLOOR. F— UJ 0 M a = STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI,U.N.O SHOP AND FIELDu- O STEEL: WELDS; E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE:ASTM A36 OR STM A-307 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS,UNDER-STAIR SURFACE AND ANY Z = a U SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2'INCH GYPSUM BOARD. 3 p WOOD BEAMS,RAFTERS,JOIST,PLATES:U.N.O.NO.2 SOUTHERN YELLOW PINE(19%M.C.) U < v-o°CD L 7d. FRAMING; ROOF DECIL:PLYWOOD C-C/C-D,EXTERIOR,or OSB wan c 40 m p OLD v m0_ LLT 6 H FLDOR SHEATHING:T&G A-C GROUP 1 APA RATED(48/24) GLASS BLOCK K E t H� rmu°C WALL SHEATHING:PLYWOOD C-C/C-D,EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH:TYPE S-1800 psi AT 20 DAYS -' E O v 4 EXPAN3 = VERSA LAM BLAH:A=2900 PSI U.N. GLASSSBLOCK SHALL BE INSTTO BE PLACEDALLED S SPECIFIED BY MANUFACTURERS SPECIFICATIONS. J a-'4 U ri F a WOOD COLUMNS:PARALLAM 2.0E U.N.O. J m O a 10 a WOOD ROOF DESIGN LOADS; SHINGLE ROOF; TILE ROOF: BUILDING IDENTIFICATION O O N a O LL p TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH z q TOP CHORD DEAD LOAD: 30 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE LL O a. PROPERTY.SAID NUMBERS SHALL BE A MININUM OF 4'TALL AND 1/2"THICK AND CONTRAST WITH r S BOTTP OM CHORD DEAD LOAD: 45 10 PSF 10 SF THEIR BACKGROUND. PSF O WIND UPLIFT RESISTANCE: 10 PSF 10 PSF STUCCO U ALL EXTERIOR CEILINGS EXPOSED WIND FORCES SHALL BE 7/8'THEE COAT STUCCO M U z SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS.DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL UPLIFT PER SPECIFIED CODES,DEDUCTING A MAXIMUM OF 5 P.S.F.DEAD PLYWOOD PANELS. O O LOAD,BUT NOT EXCEEDING ACTUAL DEAD LOAD. g CONTRACTOR TO INSTALL STUCCO CONTROL]DINTS PER INDUSTRY STANDARDS. WOOD FLOOR DESIGN LOADS: TRUSSES: DEAD LOAD; 20 PSF OUTDOOR KITCHENS LIVE LOAD: 40 PSF ALL CONSTRUCTION WITHIN 24"OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. i O O Z TOTAL; 60 PSF CMU,LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON{ EE BY THE e� < FBC RESIDENTIAL,SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTINGUTTING EXTERIOR GRILLS OR COOKTOPS. y FOUNDATION/SITE PREPARATION: ANCHORAGE m 7d' > METAL AND WIRE LATH: gO 1.ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. L'-'Q 1.FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF, H p= 2.ALL ATTACHMENTS FOR SECURING METAL LATH,WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL x.3 w UO FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSItt BE PLACED NOT MORE THAN 6INCHES APART,AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE O p OF AT LEAST 98%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY,DETERMINED IN TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9INCHES INTERVALS. _ ACCORDANCE WITH ASTM D-1557.TREAT ALL SOIL FOR TERMITE PROTECTION. 3.METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT a O 2.THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER OF 40 GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 1/INCH AND Z Z z BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH.METAL AND WIRE I&SHALL BE W Q TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS.LOCATIONS ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. w m 8 FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED 11 GAUGE,BARBED,GALVANIZED OR BLUED NAILS I%'INCHES LONG HAVING A HEAD NOT LESS THAN AND RETESTED AT THE CONTRACTOR'S EXPENSE,AND AS DIRECTED BY THE ENGINEER. /e INCH IN DIAMETER. C', p OT yy1 j N Z 3.WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY,AND THAT THE MIRRORS - COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEOTKH.ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN N EXCESS OF 9 S.F. mmu13 p H.V.A.C.NOTES w p p THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: z O H cn TERMITE SPECIFICATIONS' MECHANICAL,RESIDENTIAL,AND ENERGY CONSERVATION E VI S I O N w SECTION R318 PROTECTION AGAINST TERMITES MOUNT ALL THERMOSTATS AT+4'-0"ABOVE FLOOR. 13p# w H y TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMRICIDES,INCLUDING SOIL APPLIED ALL INTERIOR&EXTERIOR MOUNTED H.V.A.C.EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE O ' m PESTICIDES,BAITING SYSTEMS,AND PESTICIDES APPLIED TO WOOD,OR OTHER APPROVED METHODS WHERE SHOWN ON THE DRAWINGS S REpUIRED BY THE LOCAL.BUILDING CODES.THE H.V.A.C. 3 vi o =o>Z OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION(SEE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL DATE��'�"""`"`-- ---.._....,, SECTION 202,REGISTERED TERMRICIDE).UPON COMPLETION OF THE APPLICATION OF THE TERMITE 3 1 1 O O PROTECTIVE TREATMENT,A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING ELECTRICAL NOTES �� p2 N '"THE BUILDING HAS ENT BY ELICENSED PEST RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OFF SUBTERRANEANL COMPANY THAT CONTAINS THE FOLLOWING THE DISCI ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. SIGNED S w y TERMITES.TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECTS ATTENTION PRIOR w p= TO THE COMMENCEMENT OF WORK.DO NOT SCALE ELECTRICAL DRAWINGS. l7 O DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 3 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL -- y o2 0 NOTE. ELECTRICAL.CODE&ALL CODES,REGULATIONS&RESTRICTIONS HAVING JURISDICTIONS. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION'L BORATE p w O OR BORA-CARE'PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PkODUCT GROUND-FAULT CIRCUIT PROTECTION;ALL 120V SINGLE PHASE,IS&20 AMP OUTLETS INSTALLED >U APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. OUTDOORS,IN BATHROOMS,&GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. vi qz p w 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED(110 VOLT TYPE)TO w H PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO a•w i THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER.SMOKE AND CARBON MONOXIDE w p m O OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24'A.F.F. DETECTORS SHALL BE PROVIDED W/VISIBLE"POWER ON INDICATOR"AND A TEST BUTTON WITH Q C N BATTERY BACKUP SYSTEM.MULTIPLE DETECTORS MUST BE INTERCONNECTED. O w FALL ELECTRICAL ROM EDGE OF SWITCHES ES SHALL BE 48'A.F.F.UNLESS OTHERWISE NOTED AND A MIN.OF 6' Z O ALL WALL RECEPTACLES SHALL BE 12"A.F.F.UNLESS OTHERWISE NOTED. H p ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 W =C ru Y CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND w SHALLLOCATE METER AND PANEL S REQUIRED. Q rn 0= VERIFY ALL CONDUCTORS.AND BREAKERS W/EQUIPMENT MANUFACTURER SPECIFICATIONS. 2 m up 0 ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. Z = O G 0r IN EVERY KITCHEN,FAMILY ROOM,DINING ROOM,LIVING ROOM PARLOR,LIBRARY,DEN,SUNROOM, ;?• <,w., as BEDROOM,RECREATION ROOM,BATHROOM,GARAGE,BASEMENT',LAUNDRY AND OUTDOOR AREA,ALL THEE AREINO EX"CEP-AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. O,c / LU ch C� U, W . zo C z Z . 3Z m A�► a 5.4 'g p Z m U Z i -a-a(( W L;1 Z g : 1014.1 Li ELEVATION NOTES IUM l6,JOlJ 9 PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM 'FOAM FACTORY INC.OR EQUAL AT ALL EXTERIOR 0 1' :DECORATIVE ELEMENTS.TYPICAL UNLESS NOTED TOP OF RIDGE E 'OTHERWISE FOAM APPLICATIONS FINISHES SHALL BE ACCORDING FLASHING 2' :TO EACH ELEVATION 2 1 6 2 Q "CORAL-LIGHT"OR EQUAL PRE-FINISHED ROOFING PER ..................................................._ 5.2.1 .2.1 .. 3. FOAM APPLICATIONS SHALL BE INSTALLED AS PER TYP. _ CONTRACT,TYP. MANUFACTURER SPEGS._U.N.O;,,,- _,,,..,.__..................-._._ _... PRE-CAST STONE APPLICATIONS,SHALL BE STONE 0 0 4. CAST FROM FOAM FACTORY INC.ORE UAL,AND I zd o :INSTALLED AB PER MANUFACNRER SPECS I- TOP OF PLATE Ovan G.Drummond,AIA N v� TRIM WORK FINISHES SHALL WRAP ALL OPENINGS 4 ( } I 1 10' AR mmo p W S. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE I Fd I 11 N 6399 W p OPENING I L-_ } ...� 3 Manuel Gonzalez,Au METAL WORK IN INTERIOR AND EXTERIOR RAILINGS 2.1 f g- 96730 0 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON ( I } p ALUMINUM FLASHING AS-\ _ I S.z.l Sang-723Yub Lee,PE o r REQUIRED r.. d } } ._'c. THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, I } Y I e? 72 s w a 7.ZANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ? �� " '`�' METAL ROOF t I o �zF mo ARCHITECT/DESIGNER // q "" }" l t m o 15,;, THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING T ��© `� 5.2.1 I ��I p F _ coN _ WITH THE SUB-CONTRACTOR/MANUFACTURER AND TyP :1 l i 12ND FIN.FLR - �_ 0 3 B.THE ARCHITECT/DESIGNER IN WHICH ALL T t i' 1. __ - TOP OF PLA _ > n :ARCHITECTURAL APPLICATIONS WILL BE COORDINATED --— c U N T J �� ' - u mrnn ° o o AND APPROVED PRIOR T INSTALLATION W , N ^ O N V E ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING 0 5 -- ' F- LL v° LL w da Z 9'i EI HT OF C A H LI HTS WITH T LLB TH R P.M. 2.1 -m 3 8 ® I I ct a< m v o 2 4'CORNER m I v p p y m °= 7d TRIM TYP. Q < .. I - Epp _ ... .. ... O .. A/C J � 8 0 ao < p ,Zu ENCLOSURE J 'r.-. I o+ W p C .......... ; aJIL ..... _ ? I Lj� FINISH FLOOR I" U' et --- ooJ »� I F.:. � w o N 7 CULTURED STONE,TYP oTYP. 5.2.1 TSP 5.z.1 W =0z FRONT ELEVATION REVISI d SCALE: 1/4"=1'-0" CLASSIC ON m BP# _ r g p� DATE O t ch o coMoroRA�cr T�YPR SIGNED"`----�- Z F Ln aoU U a Q q� V v Wm8 _ owzvi 2 I a .2.1 I I W mm,z3 I I I m ofd TOP OF HEEL g z N TOP F PLATE - U 3 y� o , O _............. ...__..._ .................... .... .......... ............ _ ................................................ _ I [7 C? .............. ....z V7 � f o - - C37W�Wo xf0 4 1I I m mm .. mpoRE 5.2.1 .. . . ........... ..... . .......................: I O g W N 00 L w 0 l ........ ........ ...... .._ x, ................. .. _......... ........ ..._.....__.._. .............................._. ......_. .................................._ ........ 2a ........................................... .................................. .._..................._..._._...__...._.................................-...._............__....... ................................_................_.............._ 0 C Z in w P 2ND FIN.FLR. - O N QQ O S O p — TOP OF PLA TOP OF PLATE C O_VrVZI N . . ............................_ ... ........................................... .........._.._........................................_.........._...._....... .. ...... ........... p n Z W I L m 0zo xOGwo] I .. I ................ ..._....................... ......... ............................... .... ......... ................_ ......_._..._.._......_..__._....__.____.—__._.__.._ ......... .......__ - $ Ln O .............................--. .... .. -i (n .'. (QA =No _ goz .. .......... _.__.._................. ....... .......- - -"... _.._... FNOORO _ Z O ( :, O FINISH FLOOR 00 w 1'i z LL( O Lu 7 9 E vi Z o 2.1 TYP. 5.2.1 TYP. 1.1 TYP. 5.2.1 Z 0 L 2 T Q c`, RIGHT ELEVATIO o o= SCALE: 1/4"=1' cLAsslc PROVIDE RIDGE VENTS,TOLL BROTHERS P.M.TO VERIFY LOCATIONS ASPHALT SHINGLE ROOFING �oow W a a u r o J 1014.0 MAP SHOWING PLOT PLAN OF LOT 49 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. OR CERTIFIED TO: TOLL BROTHERS, l C. O 4(4 � �® t/) O --�� DENOTES DIRECTION OF FLOW TYPE "C" DRAINAGE �•l ELEVATIONS SHOWN THUS (13.40) PROPOSED W WERE TAKEN FROM ENGINEERING PLANS yI. BY TAYLOR & WHITE, INC., DATED JUNE 2013 c a IW Z ELEVATIONS SHOWN HEREON i Q C? REFER TO NAVD OF 1988 Cy N NO r C'00" < T / 0 P o lk �° QO`'k.�Ez o O. G p e C e�°e�1 Sip OR 0 q°q �° QRi°oa�`o5 ODO G p� Aos \A�ms�0 ; lbkc P9� 00• \ �,�� 5�0� 0,�4� o \ v nG;�'co:Oq �y�P°s F� DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN TREE SCHEDULE BUILDERS ENDORSEMENT LOT 49 MODEL "CAPTIVA" LOT SQ. FT. MINUS EASEMENTS/WETLANDS 6,750 SIGNED: LOT SIZE 7,225± SQ. FT. NAME: ACRES=6,750/43,560 0.15 DATE: DRIVEWAY TO R/W 336± SQ. FT. ACR ESx40=REQUIRED TREE INCHES 6.0 ALL PAVERS ENTRY WALK 37± SQ. FT. THE REQUIRED NUMBER OF TREE INCHES WILL BE MET ALL MEASUREMENTS ESTIMATED RIGHT-OF-WAY LENGTH 60.00 FT. USING 2" DIAMETER TREES. 70 OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, FRONT 581± SQ. FT. TOTAL IMPERVIOUS COVERAGE 4,2981 SQ. FT. 59% WITIri NO MORE THAN 50% OF THE SAME SPECIES. BACK 308± SQ. FT. TOTAL EASEMENT AREA 475± SQ. FT. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 IMend 1-51 COV. COVERED F.F.E. - FINISH FLOOR ELEVATION _ END. FOUND A/C AIR CONDITIONER SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW —4 FND. EASEMENT I.D. IDENTIFICATION CESMIT ONC NCRETE P.R.M.- PERMANENT REFERENCE BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY MON. MONUMENTP.T• = POINTOFTTANGENCY ALL I.P. - IRON PIPE P'EP. PERMANENT CONTROL POINT LR. = IRON ROD P.C. - POINT OF CURVE C DELTA ANGLE AMERICAN = P.R.C. POINT OF REVERSE CURVE SURVEYORS H = CHORD P.C.C. - POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, R - RADIUS S.R.L. - BUILDING RESTRICTION JAMES D. HARRISON. JR., No. 2647 (CALC.)- CALCULATED F.P.&L- FLORIDA POWER k LIGHT INC. D) - DEED <TMp•)__ TMp� MICHAEL A. GARRETT, No. 6643 P3 - PUT NGVD DATUM GEODETIC VERTICAL 1"=20• R - RADIAL UNE SCALE - CENTER UNE NAVD - NORTH AMERICAN VERTICAL R/W s RIGHT-OF-WAY DATUM =9 —x— - FENCE P.I. - POINT OF INTERSECTION �MAPIER EOW - EDGE OF WATER DATE 04-14-17 FLOR A GISTERED S VEYOR —8 (W) . WITNESS TOB - TOP OF BLANK - -- _- I—" _— 1 RrIl l { -..- 31 RiF DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEADER NAILING TYPICAL DOUBL E TOP 0.131X3" TOE NAILSWINDOW SILL SCHEDULE 2X6, 2x8 = (5) NAILS TYPICAL TOP PLATE NAILING: ROUGH DROPPED HEAD MINIMUM ENO DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILING: 2x10, 2x12 = (7) NAILS FASTEN ALL TOP PLATES -0 MIN. SPL CE LENGTH OPENING OR 91LL PLATES FASTENER EACH ENO 2014 FLORIDA BUILDING CODE - RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURES PSF CONNECTOR SYP SPF FASTENERS FL# CODE 0.131x3" END NAILS: 9" LVL, 11" LVL = (7) NAILS TOGETHER w / (16) 0.ACE " NAILS 4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 1 CAR / (3) ROWS VENLY SPACE UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE +22.9 (2) 2x4, 14" LVL, 16" LVL = (9) NAILS OF .131x3 12" O.C. STAGGERED. < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS AREA (sf) ZONE (PSF) a' = 4'-6" DOOR USP A35 450 450 (9)1Odx1' 2 (3) ® 2x6, DESIGN LOADS: ACTUAL AND UNIFORM 10 +ONE SF) +25.6 -34.2 (8'x R -28.8 USP RT7 585 495 (5)8d EA. END (4) 0 2x8• < 8'-4- (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS SYP#2 SYP#2 DBL. HEADER, 4 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS ROOF FLOOR 2 CAR USP RTSA 775 650 (5)10dx1' t" EA. END TYPICAL WALL FRAMING NOTES: 4'-0"[MIN. ROOF SHEATHING, 6 MAX. TOP PLATE. PER PLAN. ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE +21.8 USP MTW12 1195 860 (7)10dx1' " EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS. TOP CHORD LIVE LOAD 20 psf 40 psf DOOR 23.9 USP HTW20 1450 1245 (12)10dx1 V2" EA. END ALL WALL STUDS.. TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (16'x7') SEE 5/SO.0. Lou P o n t i g o a n d TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf USP MSTA24 1640 1455 (9)10d EA END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY RAISED Associates, Inc. BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE PLATES AND SOLE PLATES. BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d E4. END -I --- REQUIRED IF SHEARWALL. HEADER ARCHED TRANSOM OPTION: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 _ 2x SPF DIAGONAL BLOCKING DEFLECTION CRITERIA: '/2"m ROD TO FTG. 3. USE SYP#2 FOR ALL , FASTENED w/ 3-0.131"x3" 420 Osceola Avenue ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)1Od TO HEADER HEADERS I HEADER D EA. END TYPICAL. I SHEATHING MAY EXTEND 2" lax. Beach, Florida 32250 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/B"0 ROD TO FTG. 4. ALL WALLS SHALL BE ( I _ ELLE PAST BLOCKING- WINDOW Ph.242-0908 Fax. 241-9557 0.75' MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5 ELLE__ ARCHED ATTACHMENTS MUST FL:CA# 8344 SC:CA#3579 WIND LOADING: /a"b ROD TO FTG. BALLOON FRAMED FULL ( --- • LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/e"0 ROD w/ (12)16d HEIGHT TO ROOF OR FLOOR L-- -J TRANSOM SYP#2 HEADER, ANCHOR INTO 2x MATERIAL. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A BEARING ELEVATION, U.O.N. ON FASTEN LOWER STUD OPTION PER PLANS. PERMANENT TRUSS TO TALLER STUD w JACK AND USP PAU66 2535 5/B"0 ROD w (12)16d PLAN. / SEE RIGHT. I MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF / ( ) BRACING BY OTHER. 2-ROWS OF 10d COMS KING STUDS, PLUS = PRESSURE AND MINUS = SUCTION. BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS , SEE PLAN. USP MSTAM24 1545 1455 (5)/4"x2 /4 TAPCONS 5. FASTEN BOTTOM PLATE OF ® 12" O.C. WINDOW SILL SEE OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR DESIGN OF WINDOWS DORS FASTENING TO THE WALL FRAMING IS THE LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE FOR °+' / RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB SILL SIZE AND BY 0.75 WHEN COMBINED w DEAD LOAD. SIMPSON CONNECTORS AT INTERIOR WALLS TYPICAL SOLE CONNECTION AT TWO STORY CONDITIONS, THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. w/10d MASONRY CUT NAILS @ TYPICALLY PLATE NAILING: WINDOW SILL SEE PROVIDE SOLID BLOCKING .•'`l BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH a a FULL EACH END. SCHEDULE. WITHIN FLOOR SYSTEM AT ALL "" .•� T`�� 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.131x3" TOE NAILS: . rt IMPORTANCE FACTOR --------------- 1.00 �I�-I� �* UPLIFT FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" O.C. (3) ® 2x4, UPPER LEVEL POSTS & JACK V �? MEAN ROOF HEIGHT ---------------- 25.0 FT ° a ,� CONNECTOR SYP SPF FASTENERS FL# CODE ANCHORS AT SHEARWALLS STUDS. NO. M �� (4) �D 2x6, r? ------------------- � 1 -- _ � �� 5 � 2x8. ' SDWC15600 SCREW ITCH 12 ROOF P 5 ? o A35 450 450 12 8dx1/2 10446.4 BLOCKING SHEARWALLS REQUIRED PT. SYP#2 / '4 / \ ! BUILDING CATEGORY ---------------- 11 # SEE 8 50.0. S1, F o EXPOSURE CATEGORY --------------- C �*DENOTES EDGE STRIP. H2.5T 600 520 5-8d EA. E D 11478.3 ---------_ r__ SEE C & C CHART HTS16 1150 1085 16-10d EA. END 10456.6 SEE PLAN FORS D SIZE STUCCO FINISH. SOLE PLATE. A ENCLOSURE CLASSIFICATION -- ENCLOSED ° 1 N ---------- 1 ABOVE FOR 'a' DIMENSION MTS12 1000 860 7-10dx1'/2" EA. END 10456.3 AND O.C. SPACING. �y�C`S'4 0 . p''•`�� INTERNAL PRESSURE COEFFICIENT t .18 WALL SHEATHING ` 1 HTS20 1450 1245 24-10dx1'/z EA. END 13872.3 SEE DETAIL 1/So.1 a !° <"°. a!• :°. g, „ > , rrr'riq�i��A�- ° ��J ° CONTINUOUS CKING a MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d EA. .ND 13872.4 WITHIN FLOORS TEM FOR SPLICING FOUNDATION SEE PLAN `a ' ,.. " : ° �I o'I` WHERE POST IS ABOVE. 16d COMMONS OPTIONS. 12" 11/2 , MSTA36 2050 1870 13-10d EA. END 13872.8 ® 8" O.C. Ch r i s t o p h e r J S a b o u r i n P E r-- WALL FRAMING AT WALL FRAMING AT MAX. MIN. SOLE PLATE ANCHOR: FL P E#714 61 HARDWARE AND ANCHORS: L-_ _� 18-16d TO TRUSS/BEAM FLOOR SHEATHING,L ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH HTT4 3480 3080 11496.2 8d ® 3" SEE SPECIFICATIONS I PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE NOT ACTUAL PLAN a'� ' a'I� 1-5/8"o ROD TO FTG. I ' I PLATE BREAK J BUILDER MAY CHOOSE EITHER THE DROPPED ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d T TRUSS/BEAM I HEADER CONDITION OR RAISED HEADER CONDITION. WALL FRAMINGAT REVISIONS DATE WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE HTT5 5250 4670 11496.2 r---- -- I I 2 TYPICAL WALL FRAMING DROPPED HEADER CONDITION NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-%"0 RODTO FTG. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER I I EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 I S0.0 RETROFIT REBAR/R00 INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Pa BE RESPONSIBLE 4-10d TO J IST I I DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/," FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO EADER I I I -- SOLE PLATE ANCHOR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L---_ __J I& HOLD DOWN. LARGER THAN REBAR SIX AND /." LARGER THAN THREADED ROD SIZE. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO J IST U.O.N. 3x3xY4" SLOTTED ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 5/5"o ROD EPDXIED 6" MIN 10849.6 SYP#2 DBL. SEE 5/SO 0. SEE 1/S0.1. 2 » WASHER PUSHED DUAL CARTRIDGE INSTALLATION ONLY): DOCUMENTS. 5 TOP PLATE. » TO OUTSIDE BUTT JOINT ( ) ABU66 2300 /8"� ROD EPDXIED 6" MIN 10849.6 3x3xy4 SLOTTED FACE OF WALL. ' EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: BLOCKING ONLY REQUIRED 2," WASHER PUSHED REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EP XY-TIE 11506.4 AT SHEARWALLS AND WALL SHEATHING STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. TO OUTSIDE WELDED WIRE FABRIC WWF): SHALL BE ASTM A185. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STUD/BEAM/POST STUCCO FINISH. SEE DETAIL 1/S0.1 FACE OF WALL. FIELD ALTERATION ( WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING PLAN VIEW if LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/2"0 ROE, TO FTG. RATED SHEATHING, CONTRACT R SHALL CONTACT LOU SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT OPTIONS. BOUNDARY F PONTIGO�ASSOCIATES PRIOR TO MODULUS (E)OR EXCEED BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY LSTA12 805 695 10-1od 13872.5 FULL HEIGHT » I 12" 1h» SHEATHI G. SEE GENERAL NOTES. MAKING NY STRUCTURN_FIELD }¢ THREADED ROD PT SYP#2 I MODIFICATIONS WHICH MAY VAP1 ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING EPDXIED 4" OR XZ"Ox6" # MAX. MIN. FROM THE INTENT OF THE ORIGINAL TO BE SIMPSON TITEN HD. SILL PLATE. EXAMPLE OF PANEL CONSTRUCTION DOCUMENTS.ANY GENERAL NOTES Ft CONSTRUCTION SPECIFICATIONS CONTINUOUS EDGE w BLOUIR2K NG SOLE PLATE BREAK / [[�� FIELD ALTERNATIONS MADE PRIOR TO TO UPPER INTERIOR BEARING WHERE REQUIRE. BY BEING APPROVED BY LOU PONTIGO 8 TOP PLATE. WALL: SEE SCHEDULE SECTION VIEW GENERAL NOTES. ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR FOR STUD SIZE INSPECTION FEES. FLOOR SHEATHING SPECIFICATIONS AND O.C. SPACING. 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON ® 6" O.C. EDGE & FIELD WALL SHEATHING TO SOLE PLATE ANCHOR SCHEDULE NAIL SPACING. AT ROOF SHEATHING SPECIFICATIONS: SOLE PLATE SUPPORTED EDGES, SHINGLE- MIN. '/6 RAISE )J" FROM EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS CSD 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). 8d ® 3" SEE DETAILS SEE DETAILS BOTTOM OF SOLE ANCHOR SPACING SPACING SPEC. DEPTH DISTANCE GENERAL NOTES. `ON S1.01 ON S1.01 - PLAN AND FASTEN ILLS - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). r Xz"� EPO _ ,. ,24' 3x3xO.229" 4 2-" w/8d ® 3" O.C. EXAMPLE OF UNSUPPORTED •• F-- 1 F---- _ F--- 1 )6"0x6" TITEN HD 42" 24" 3x3xO.229" Or 2 . (UNBLOCKED) PANE EDGE METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). I .. I ( ICA CAL). L . LD NOTES WALL SHEATHING SPFC3FICATIONS: I I I �4 I I °� I 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO » R VINYL SIDING HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L--------J L---- a ---J L---- -J " FLEXIBLE FINISH-MIN. 7/1e , 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d ® 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I I I I I I CORNERS AND PLATE BREAKS AND KING STUDS. NAILING TO INTERMEDIATE FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, 0 SUPPORT IS 6 O.C. MAX. � � ROOF Ln STUCCO FINISH.-MIN. '7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/"8d ® 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. 2. WASHERS SHALL BE SLOTTED. (LION). TRUSSES, OR MASONRY SPECIFICATIONS: SINGLE STORY FLOOR JOISTS. MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 AY COMPRESSIVE STRENGTH OF MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"xY4" PLATE WASHER, A 3 "X'/8" W/ 1'/2"0 ROUND 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF lfi PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. STEEL WASHER MAY BE USED. J Q CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 1 TYP. WA L SECTIONS 3 SOLE PLATE ANCHOR DETAIL $ SCHEDULE 4 ROOF AND FLOOR SHEATHING NAILINGIn CONCRETE MASONRY UNITS (CMU) S0.0 S0.0 SCALE: 3/4" = 1'-0" Uj CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGhT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL S0.0 SCALE: 3/4" = 1'-O" REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASO14KY WHEN THE WALL HEIGHT EXCEEDS 5'-0". U W MASONRY STEM WALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCf�TE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE t'/z" 1'/z"' �� USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 ® 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OP REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING COR ER BARS, MINIMUM OF 40 BAR (3) ROW OF 10d ' DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALLBE INCREASED AS NOTED ON 2 PLY NAILS ® 8" 0.C. 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". BEAM. STAGGERED SDWSIMPSON C15600 3 PLY BEAM. a N 2x4 BLOCKING O CLAY MASONRY RICK): 024" O.C. FASTEN SEE ROOF 2x4 MEMBERS: EACH END w/3-10d BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. O FRAMING 1 ROW OF 10d TOENAILS. CONCRETE SPECIFICATIONS: PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS 0 4" O.C. Uj ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PS AT 28 DAYS DETAILS. TO TOP OF TRUSS AS SHOWN. AT 12" O.C. f �'1 CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSL PROVIDE 2x4 BLOCKING EA. SIDE. 2x6 MEMBERS: `/ J AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE (2) ROW OF 10d STUD BELOW GENERAL NOTES: SPECIFICATIONS BELOW. (3) ROWS 12d NAILS ® 4" O.C. LOWER TOP 4-10d HEEL ;P " AT 12" O.C. STAGGERED PLATE AT BREAK. OVER LAP DOUBLE COMMONS FOOTING AND FOUNDATIONS: PRE-ENGINEERED WOOD EA. SIDE. x TOP PLATES. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS WALL INTERSECTION SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) OILS. SOIL COMPACTION AND FILL RIPPED TO FIT 2x4 OR 2x6 POST 2x8 tO�ST FI C R CONDITIONS Q SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN. Q J FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AN LOCATION FROM THE 0 FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZEOR LOCATION IS NOT TRUSSLS OF 5" (3)ROWS OF 6�4' O SIMPSON M TRUSSLOK TRUSSLOK: DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600 ENGINEERED WOOD ENGINEERED WOOD SEE ROOF FASTENERS 0 24"o.c FASTENERS 0 24"o.c • UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 0 48" O.C. OR ROD CHAIRS. FRAMING AS SHOWN AS SHOWN PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR SIMPSON WALL INTERSECTION W BAR DIAMETERS DETAILS. SHEATHING MAY SEE CROOFQO CONDITIONS TER (NATE AT SIMPSON CONCRETE SLABS ON GRADE: SIMPSON FRAMING 3-PLY 4-PLY NOTES: I TOP OF DBL. SDWC15600 SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SDWC15600 SEE NOTE 1. PLAN FOR 1. OVERLAP P PLATES AT CORNERS AND INTERSECTIONS. SEE NOTE 1. TOP PLATE. DETAILS. 14" LVL AND GREATERDENOTESO �r TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB INA 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. 2. � 3"x0.131" GUN NAILS ® 6" O.C. VERTICAL. v TYPICAL CONNECTION 3. DENO S SOLE PLATE ANCHOR, SEE SCHEDULE. WOOD FRAMING SPECIFICATIONS: 5" < HEEL < 1'-0" HEEL < 5" NOTES. - 4. SOLE PLA ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. ALL WOOD FRAMING HAS BEEN DESIGNED.IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTWITH MASONRY, CONCRETE OR 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE V SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN. STAINLESS STEEL 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY?. PRE-ENGINEERED WOOD TRUSSES:_ AT TOP PLATE TO STUD SPACE ® 48" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS 5 ROOF TRU S CONNECTION 7 ♦NTE ECTIONS STUDS CONFIGURATIONS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY AND 6 BUILT-UP MEMBER FASTENING RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON S0.0 SO S0.0 SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL TOP PLATE FROM EA. OTHER. DING STUD TO TOP PLATE: TRUSS TO PLATE: ROOF COVERING SPECIFICATIONS: SDWC15600 SCREW. ) SDWC SCREW DESIGN .THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUF CTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED FASTENING-- AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED THAN 4'-6" FOR GABLE ENDS. FSEE DETAIL OR GABLE AT RIGHT. NOT REQUIRED CRITERIA ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLATE: SDWC15600 SCREW WATERPROOFING: NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED LAND FOR GABLE ENDS. THAN 4'-6" WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND AB REVIATIONS KING & JACK PLATE TO HEADER: GENERAL MEMBERS CONNECTION FASTENER ® STUDS SEE PLAN KING & JACK SDWC SCREW D.C. NOTES STUDS SEE PLAN 24' . TYPE LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL (2)12d TOE HEAD OR SILL TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS ® 12" STAG. NAILS E.E. PLATES SEE HEAOR SILL DO NOT SCALE DIMENSIONS FROM L3'/2x3'/2x'/4 4" 6'-0" �s� GABLE X-BRACE, SEE DETAIL 10/SO.1 (MIN) SCHEDULE 2X6 WALL 2-16d 3-GUN NAILS t » 1/ PL TES SEE THESE DRAWINGS.IF A DIMENSION IS TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) L4x3/2 XV. 6" 8'-0" 2 2x 3-1/2 HEADER SIZE, JACK AND , SCHEDULE UNCLEAR REFER TO THE DESIGNATES SHEARWALL. THE O / KING STUD QUANTITY. ROUGH OPN G, SEE ARCH DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS , „ , HIDDEN LINE DESIGNATES SIDE OF HEAD OR SILL KING STUD TO FRAMING BELOW: TRUSS TO PLATE: ARCHITECTURAL DRAWINGS OR L5x3/2 x/4 6 10'-0" WALL THE SHEARWALL SHEATHING PLATES SEE CS18 STRAP w/6-10dx1h" ROUGH40PN'G, SEE ARCH SDWC SCREW CONTACT THE E.O.R. RIM JOIST TO TOP PLATE TOE NAIL (8d ® 6") GUN NAIL 0 6" L6x3'/ "x'/ 6" 12'-0" TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS 2 4 SW 3"/6" DESIGNATES 8d COMMONS ® 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR PLAN NAME L7x3'/2"x'/4 6" 16'-0" D.C. EDGE & 6" D.C. "IN THE CONNECTON: SIMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE CAPT VA - CLASSIC 1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS OR PLATE TO HEADER: DESIGN RAWN/CHECKED CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK ADJ - ADJACENT LG - Long SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW 0 JOIST TRUSS TO PLATE TOE NAIL ( ) RESISTANT COATING OF EPDXY BASED VENEER GABLE ENDS OR 2-STORY 24" O.C. CS KM LAP 2-16d 3-GUN NAILS I BM - BEAM MANUF Manufacture THAN 8' OR OPENINGS LESS PAINT. I _ WEATHER BOT - BOTTOM MONO - Monolithic RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS WALLS THAN 3'-6" 2X4 WALL BARRIER BRG - BEARING OC - 0 Center HEADER FASTENING SECTION DATE 2. LINTEL MORE THAN 8'-0 SHOULD me CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board 05.16.17 JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO DBL - DOUBLE PERP - Perpendicular ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. DIA - DIAMETER PRE EN ' - Pre Engineered KING STUD TO FRAMING BELOW: � SCALE SCREWS INTO HEADER PROVIDE A '/2" LINTEL EA - EACH PSF - Founds per Square Foot .•b . ,' CS18 STRAP W/6-10DX1J¢" XS NOTED CONT. HEADER, TWO PIECES FACE NAIL 16dO 16" O.C. Q EDGE ATTACHMENT NAILS EACH END. STRAP ATTACHMENT CAN BE VERTICAL SLOTTED HOLE FOR SCREW. EE - EACH END PSI - P unds per Square Inch , CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS SEE NOTE 2 EOR - ENGINEER OF RECORD PT - P ESSURE TREATED ; LPA No. STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quick Tie SOLE PLATE CONNECTOR SOLE PLATE ANCHOR BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOINFICE` COP) TOL L-17-00455 TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS STRAPPING NOT REQUIRED �++�� TO L-17-00455 HORIZONTAL TIES ® 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce LOCATED WITHIN 6" OF PER SCHEDULE AT LOWER LEVEL HEADERS w/8-10d COMMONS GABLE ENDS OR SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d 0 16") GUN NAIL ® 8" TIES ® 12" O.C.. (FOR 11Omph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - S uare Foot JACK TRUSSES LESS CONTROL No. STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY WIND-ZONE VERT. TIES ® 16" O.C. . SEE PLAN FDN - FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED THAN 8' OR OPENINGS LESS 5034 BRICK LINTEL, SINGLE STORY MULTI STORY NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FT - FOOT SYP - Southern Yellow Pine (STACKED WINDOWS) THAN 3"x0.131"� = GUN NAILS 2"x0.113"� = RINK SHANK 12" OF OPENINGS. PROVIDES/Se"0 WEEP FTG - FOOTING THRU - Through (UNSTACKED WINDOWS 1REVIEWED FOR CODE COMPLIANCE SHEET 2"x0.113"fb = 6d 2/2"x0.131"0 = 8d HOLES ® 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HDR - HEADER TYP - Typical 8 TYPICAL H DER STRAPPING TY OF ATLANTIC BEACH HORIZ - HORIZONTAL LION - Unless Otherwise Noted 3"x0.148"0+ = 10d 3/z"x0.162"0 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT - Vertical S0.0 SEE PERMITS FOR ADDITIONAL = 10dx1' " 1' "xO.131"0 = 8dx1'/ " WWF - Welded Wire FabricS090 11/2%0.148"0 /2 /2 2 REQUIREMENTS AND CONDITIONS SHEET 1 OF 9 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d 0 4" O.C. WALL SHEATHIh1G STUD WALL FRAMING PLATE w/ 10d 0 3" O.0 8d COMMON WIRE NAIL w/ 2x SOLID BLOCKING TO BLOCKING 0 3" O.C, 7� \ AT SHEATHING EDGE / \ 6" 1 DBL. TOP MAX NOTCH HEADER BLOCKING ONLY REQUIRED 1 1 AT SHEARWALLS AND PLATE BELOW TOP PLATE 2x4 BLOCKING BETWEEN EA. 11 STUCCO FINISH I TRUSS. ATTACH AT EACH WALL 5-8d COM P RCH SHEATHING, \ �i Lou o n t i o a n d EACH SIDE SEE SPECIFICATIONSB 16d COMMONS OF SPLICE 16d COMMONS PORCH STUD w/ 3-16 NAILS AT EA. � Associates, Inc. B LOW �� I .i HEADER, FRAMING INTERSECTION. (MIN. OF 2x4 SYP#2 HORIZ. BRACING ® I 8-GUN NAILS ••I 6-16d BETWEEN EACH TRUSS 0 8" O.C. SHEATHING SPLICE 0 8" O.C. SEE PLAN. ) 420 sceola Avenue 24" O.C. BETWEEN OUTER WALL PORCH PARALLE HEADER & SUPPORT FULL HEIGHT ax. Beach, Florida 32250 & FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. �(2)MSTA24 J CONT. RIBBON CONT. RIBBON TO WALL ANCHOR OR DTT2Z 8d COM 0 EACH END w/ 3-0.131x3" NAILS PERPENDICULAR I STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD PERPENDICULAR TRU S Ph. 242-O 08 Fax. 241-9SS7 BOARD (TYP)N-- • BOARD (TYP) 3" O.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. AIL FL:CA# 8344 SC:CA#3579 EACH SIDE FLOOR TO PORCH HEADER. WALL FLOOR FLOOR OF SPLICE TRUSS OPTION A SHEATHING STUD WALL FRAMING TRUSSES TRUSSES 24" 16 GUAGE POST BASE: OR JOIST. OR JOIST. 2x4 SYP#2 I STRAP w/11- POT 24" 16 GUAGE 4x4 POST-ABU44 SHEATHING SPLICE DIAGONAL 10dx11�" EA. END BELOW STRAP w/11- 6x6 POST:ABU66 w/ 2x SOLID BLOCKING FASTEN EA. I LSTA12 FOLDED OVER TOP - AT SHEATHING EDGE 10dx1}¢" EA. END / ��ER ►l + END w/ DOUBLE TOP PLATE PLATE w 5-10d NAILS 8d COMMON WIRE NAILS OSB or PLYWOOD PORCH. CONTINUOUS O4DER \ : RIM BOARD Ya 3-10d COMMONS __ ___ / ��'rti,�� • Q INTO TOP PLATE & 5-lOd TO BLOCKING ® 3" O.C. �••+;+re•� � • _ PORCH HEADER, - SLAB HE1 4 SHORTER THAN SEE PLAN 6" NAILS INTO BEAM. SPACE 1 �.• • S .� kn WALL FRAMING WALL FRAMING FLOOR SYSTEM. ALIGN CEILING TS16 MAX0 48" O.C. OMIT IF WALL 1 �.�; •� cy WALL FRAMING TRAPS MSTA24 ROD SHEATHING IS INSTALLED \ V 0 1 rn VERTICAL JOINTS WITH LINE ROOF TRUSS r•� SHEATHING SPLICE STRAPS EPDXIED 6" MIN ON FACE OF BEAM � \WALL SHEATHINGINSTALL FLOOR TO \ ��FOR rOR JOISTJOINTS FLOOR STRAPPING PER PLAN VIEW OF ELEVATION VIEW OF TRUSS CONNECTIONBLOCKING ONLY REQUIRED 5-8d COMOPTION 1 OR 2 PORCH HEADER PORCH HEADER 8-GUN SEE DETAIL BABO -O STAT N AT SHEARWALLS AND EACH SIDE NAILS CONTINUOUS 2x6 SYP#2 101, STUCCO FINISH OF SPLICE AT CORNER PI LU AT POST AT POST FULL HEIGHT LEDGER FASTEN WITH O��•.• .••��.``�` C OPTION 1 OPTION 2 ANCHOR OR DTT2Z 5-0.131x3" EA. STUD. 'C.•R. .�A '^ OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL HOLD DOWN AT MIN. (2)2x4 WOOD PORCH SHEATHING SPECIFICATIONS@ s/�jl�At BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS +++,,,11al NOTE 1: '/e" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD OPTION B TO PORCH HEADER. DETAIL A Christopher J S a b o u r i n P E 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FL PE#71461 1 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 2 TYPICAL PORCH FRAMING DETAILS 3 TYPICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION OLEO SOA SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE S0.1 S0.1 S0.1 AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE \ IF TRUSS REACTION EXCEEDS 23001bs PROVIDE CRIPPLE STUDS - ROOF TRUSS. DIRECTLY BENEATH TRUSS ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS ' 60T. CHORD w/ 0.131x3" ® 3" O.C. A \,I 2-SIMPSON H2.5T. B ALTERATION 2x4 SYP#2 CATS AT 12" FLO FOR TRUSS. TRUSS. FASTENED TO SHEATHING w/ 8d 0 3" O.C. GROOS -------- _--_-_---- AA /-a- coNTIRAc�O.C. FASTENED TO TOP SDRC 15600 0R SHALL CONTACT LOU 11'/4 - -------- ------- PONTIGO&ASSOCIATES PRIOR TO PLATE w/ 4-0.131x3" SHEATHING FASTENED TO 0 32" O.C. IIII II MAKING/D STRUCTURAL VAR COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. SCREWS F-1 MODIFICATIONS WHICH MAY VARY FROM THE NTENT OF THE ORIGINAL SHEARWALL coNSTR TION DOCUMENTS.ANY 16" MAX. OSB WALL FIELD ALTERNATIONS MADE PRIOR TO FASTEN CATS EACH END w/ 2x SYP#2 CONT. ATTACH SHEATHING C B C B D D D D BEING APP VED BY LOU PONTIGO& 3-0.131x3" COMMON TOE NAILS TO TOP PLATE AND TRUSS C C ASSOCI TES MAY RESULT IN w/ 0.131x3" 0 3" O.C. EDGE OF ADDITIO AL ENGINEERING OR 2x MAY OVERHANG TOP PLATE. SHEARWALL IN PECTION FEES. SHEARWALL OR SHEARWALL „ n „ �' C' j IMA EXTERIOR WALL S 8d@3"-/6 SW 803 /6 ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G P RFOR TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST To POST BELOW WITH 2-CS16 STRAP KING POST TO (A)- UPPER TO LOWER STUDS (A)- UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 Z OSB DIAPHRAGM FASTEN ROOF FLOOR DEC K 10d 04"0.C. SW 8dO3 6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STANCHORS RAPS EARE NOT USED TO NAILER w/ (1) ROW 8d TRUSS. FLOOR 2x4 SPF#2 CONTINUOUS TRUSS. ® EN STUDS TO FOUNDATION ® ENO STUDS TO FOUNDATION � 0 3" O.C. FASTEN TO TOP LEDGER FASTENED SW 8d03 6: HTT5 OR HDU5 SW 8d03/6: HTT5 OR HDU5 HEADER DOWN CONNECTION HEADER UP CONNECTION PLATE w/ (2) ROWS '/ie" OSB TRUSS WEBS WITH _ _ PLATE ANCHORS SOLE PLATE ANCHORS CONNECTION CONNECTION OF Sd ® 3" O.C. BLOCKING i`' w/3-0.1 COMMON. W ® © CALL OUT UPLIFT CONNECTOR UPLIFT CONNECTOR / ^ PANEL 2x4 SPF FLOOR COMMON. 1. AT ROOF TRUSS, SEE SCH DULE ON DETAIL 3/S0.0 SEE SCHEDULE ON DETAIL 3/S0.0 CALL OUT ALL AROUND FRAMINGI TT CONTRACTOR MAY SHEARWALL NOTES A H2.5T 0 32" O.C. TOP & BOT A LS18 0 32" O.C. SYP#2 2x4 NAILER FASTENED C OOSE A,B,C,D, OR G. 1. PROVIDE Vis" OSB SHEATHING WITH Sd COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. a SEE PLAN, W TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" Uj (2) ROWS 0.131x3" 0 3" O.C. 3-0.131x3" NAILS 0 6" O.C. O.C. FASTENED TO TOP PROVIDE 2x BLOCKING AT ALL PANEL EDGES. B SEE PLAN INTERIOR 2. USE ALTERNATE A. C (1)MSTA24 STRAPS C ❑ I (2)CS16 STRAPS � SHEARWALL. PLATE w/ 4-0.131x3" A EXTERIOR WALLS 2 PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D FULL HG THREADED ROD SEE PLAN SW-2 SHEARWALL OR COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) 5-16d NAILS EXTERIOR WALL TF USSES. ALTERNATE D ALTERNATE E (TYPI%CAL) 3. FASTEN ALL INTERIORS TO ROOF OR FLOOR TRUSSES PER 5/S0.1 ALTERNATE F 3. USE ALTERNATE Uj j E & F FOR FLOOR 4. INSTALL INTERIOR FOOTI G BELOW SHEARWALL PER DETAILS ON S1.0 U Uj 5 SHEARWALL ATTACHMENT AT ROOF Ft FLOOR s TYPICAL SHEARWALL ELEVATION WHEN 7 HEADER TIE DOWN Z S0.1 SO.A PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. OTED SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 4 O � Z n � ' Q w 8d COMMON NAILS 4-12d T MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. � - ROOF NAILS (T .) 2x4 SYP#2 OUTLOOKERS SINGLE BRACING NATES AND SPECIFICATIONS �J j AT 3" O.C.(TYP) TRUSS 0 24" O.C. TRUSS BRACING FORLT BRACING SHALL BE SHOWN, EX PT 2x4 BLOCKING. FASTEN WALL STUDS WALL STUDS EACH END w/3 10 H3 QR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAIL OUTLOOKER TO TRUSS. J ! 4< AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW (LION) w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRACE PER Q ROOF SHEATHING COMMONS (4) TRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT TO BACKSIDE OF WEB. I•) THE WEB OF THE BRACED TRUSS, PER pp OVERFRAME RAFTERS, SEE PLAN. LI DELEGATED TRUSS ENGINEER. rn w 1 2X6 I I O �+ I I 3.)PERMANENT PERMANENT BRACING ROOF TRUSS ROOF TRUSS ANGLE BRACING APPLIED TO' I'I WHERE NOTED ON TRUSS MFR. SHOP 1 SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS.' I•) DRAWINGS. THE CONTRACTOR SHALL SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER THESE STRAPS PROVIDE 1x4 SYP#3 OR BETTER W TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. MAY BE OMITTED I I BOTTOM CHORD BRACING 1..1..1 l 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE F STENED TO SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 I.I WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. PERPENDICULAR TO TRUSS BOTTOM 11 BLOCKING " WEB w/ 1 d ® E THE I I CHORDS AND ATTACHED TO EACH T-BRACE BE THE A-SINGLE LEDGER B-DOUBLE LEDGER ALT. TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0 . SAME SIZ , SPECIES, (•I TRUS WITH 2-8d COMMON NAILS. AT PRODIDE MTS12 � CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONS 2X4 #2 SYP BLOCK ® EACH I I GABLE END WALLS PROVIDE DIAGONALS VERTICAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER 0 6" ON-CENTER CONTINUOUS LATERAL BRACING, SEE AND GRAE AS WEB REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING AND ROOF MEMBER. GABLE BRACE. FASTEN EACH TRUSS SHOP DRAWING FOR QTY. AND O O TO BRACED. I I AT END WALLS PROVIDE DIAGONALS 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-1/4"0x6" SDS SCREWS END W/ 3-10d TOENAILS LOCATION. IE MORE THAN (1) LATERAL I I (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR r 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-1/4"0x6" SDS SCREWS v BRACE IS NEEDED, OVERLAP BRACE BLOCK TO DBL TOP I•I TO FORMALL TA ZIGZAG PAEN EACH ITTERNNE FA RACING 1251-1540 2x10 w� 10-0.131x3" ip AS SHOWN. CONSTRUCTED OF THE SAME BRACING 1540-1850 2x12 w 12-0.131x3" �* PLT W/ 2-H2.5T IPROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT tD MATERIAL. THIS REQUIRMENT IS NOT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. I NECESSARY AT HIP ROOFS. ALSO LEDGER A NOTES: WHERE A LEDGER IS INDICATED I 0.131x3 TOE NAILS 0 8 O.C. ALONG EXTERIOR WALLS PARALLEL TO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE DIAGONALS IN THE END SPACE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE I BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. 8_104 LSTA12 0 48" O.C. Q$ DBL TOP PLT LINE OF BOTTOM CHORD BRACING T A X-BRACE w/ 2-16d INTO BOTTOM COMMONS I MAXIMUM SPACING OF 20 FEET. PICAL CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ 8 LEDGER CONNECTION 9 DECK LEDGER AT OVERFRAME RAFTERS 10 GABLE END BRACING SDWC15600 0 36" O.C. OMIT IF NA♦EN WHEN SHEATHING OVERLAPS GABLE 12" MIN 11 PERMANENT TRUSS BRACING FLAMING OLEO SOA TRUSS TO LEDGER CONNECTION BY TRUSS OTED SOA USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S0.1 NOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. S0.1 SCALE: 3/4" = 1'-0" ENGINEER. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2 MIN 2 PLY STUD , MIN 2 PLY STUD D�T'AILS IN-:LIEU OF 2 STUDS IN LIEU OF 2 STUDS %D ITS ACCEPTABLE ITS ACCEPTABLE !GIRDER TRUSS WASHER ► PLANIF AXI MIN 2 PLY 36" LONG STUD TO SISTER A TO SISTER A FULL HEIGHT p F Y Y ANCHORING SPECIFICATIONSSTUD FASTEN STUD FASTEN w/12- 7/ OR BEAM GIRDER TRUSS i FO D10VER TOP PLATE36 LONG STUD OR BEAM f ANCHORING SYSTEM: THE THREADED ROD ANCHORING (2OVER 4 STRAPSOR 0.131x3" GUN 0.131x3" GUN NAILS DOUBLE __FULL HT. SYSTEM SHALL CONSIST OF WO A307 THREADED FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 EN NAILS I' (2)MTS12 SOLE FULL HT. TOP PLATE. ' ( ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FASTEN w/18-10d HDU5. FASTEN (2) TS12 UPLIFT PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE 26-lOd COMONS ° DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE w1�8 S Y4"DTXLT2Z 11 :• DO NOT SCALE DIMENSIONS FROM PLATE SEE PLAN TOP PLATE, PROVIDE A 2"x 2"x Jg" STEEL WASHER. THESE DRAWINGS.IF A DIMENSION IS FASTEN WITH A NUT AND ALLOW AT LEAST 3 SM SCREWS UNCLEAR REFER TO THE A OR POST. 1 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) o SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR Q ___ " F LL HEIGHT MINIMUM 2 PLY •.•: " OD (2)H2 5T (2)H2.5T CONTACT THE E.O.R. WALL STUD FULL HEIGHT r� ROD INSTALLATION: AT ALL PLATE PENETRATIONS, ROD MINI PLM STUD)j . . EPO�ED ADEMIN OR GIRDER SEE 6" OF MINIMUM OB THREADED R -- PROVIDE A HOLE IN THE PLATE 14" LARGER THAN THE ) 2 PLY:�, AT 2ND STORY LAN NAME w j - - " N P THREADED ROD SEE PLAN 1 ELEVATION DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD STUD AT 2ND STORY " THREADED • • YZx6" TITEN HD SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT STUDS PROVIDE ROD EPDXIED STUD STUDS PROVIDE CAPTIVA - CLASSIC 0 (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS18 STRAPS 7.5" MIN •• Yz THREADED ROD 2 CS18 STRAPS STEEL COUPLER O WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE EPDXIED 4" MIN OR AT BASE OF STUDS 14- DESIGN' RAWN/CHECKED C FULL HT. _ AT BASE OF STUDS 1 (OPTIONAL, LOCATE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER x6" TITEN HD AS NEEDED) _ ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE (FLOOR TO FLOOR) yz (FLOOR TO FLOOR) CS KM LAP AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO " RODS - THD37634RC ( "x6 '4") MINIMUM AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. 2 PLY HOLD DOWN SEE PLA DATE THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z STUD " ROD = DTT2Z 05.16.17 FULL HEIGHT ANCHOR INSTALLATION CHART OVER THE WASHER ro A SHuc-t�cNT w s- Y4"X11 " HrTS %" ROD = HTT5 FLOOR CONDITION PLUS ONE-HALF TURN OF A STANDARD / FRAMING WRENCH (APPROOOMATELY 30 FT.-LBS. OF TCR"U SDS SCREWS BUILT-UP POST, BUILT-UP POST, SCALE FULL HEIGHT THREADED A C D E F DUE 70 SHRINKAGE AND COMPRESSION OF BULDING ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE 00N1RACTGRS SHALL RE-TIGHTEN NUT TO 30 N• SEE PLAN. O S NOTED THREADED ROD - FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-M OF TORQUE AFTER ALL 1RADES ARE LPA No. SEE PLA SEE PLAN PER PLAN. 3/8 '/2"0 Z"0 2x2x'/e" 4" 4" 2" 3' COMPLETE � �OR TO ��I' on TOLL-17-00455 EMBEDMENT 5/8 3'4"0 3/i"� 3x3x'/4" 7.5" 12 2)�" 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTTS or HDU5 DTT2Z LTT20B CbNTROL No. DEPTH DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2 Q MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE " 5 �� FULL HEIGHT TR CONVENTIONAL rn 5034 FULL HEIGHT ANCHOR REQUIREMENTS FULL HEIGHT ROD /6 FULL HEIGHT ROD WALL SECTION THREADED ROD INSTALLATION CHART 3 n SHEET /8 FULL HEIGHT ROD ALTERNATE 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM 13 A ACHMENT A4 FULL HEIGHT THREADED ROD AS HOLD DOWN ATTACHMENT DETAIL AI GIRDER / BEAM STRAPPING wo WHEN SOA S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 S0.1 ALTERNATE S0.1 OTED SO.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHET 2 OF 9 OVERLAP SIDEWALL TOP PLATE r OVERLAP SIDEWALL ALWAYS PLACE TOP PLATE HEADER AT CRIPPLE TOP OF ROUGH STUD MOPENING GARAGE . .. • • . . . . . . . . HEADER GARAGE HEADER, GARAGE HEADER, . .. . . . . . . . . . . ALWAYS PLACE GOAL POST. FASTEN TO STUD t .SEE PLAN SEE PLAN HTT5 w/ HEADER AT PACK WITH 2-ROWS OF 16d . .. THREADED ROD Lou �'o n t i g o a n d TOP OF ROUGH RING SHANK NAILS ® 12" O.C. o EPDXIED 12" Associates, Inc. HEADER TO ACK OPENING ATTACH GARAGE DOOR THRU o STRAPS EXTEND HEADER TO 2x4 BLOCKING 4-0.131x3' TOE NAILS (2 EA. SIDE) 420�sceola Avenue UPRIGHT BUCK DIRECTLY INTO / FAR SIDE OF WALL (2)2x6 KING STUDS HTT5 yy/ STUD PACK, PER GARAGE DOOR (2)MSTA24 6x6 POST AS SHOWN. H3 O EA. 2x4 OUTLOOKER NOTE® Jax. Beech, Florida 32250 (2)2x6 JACK STUDS %" THREADED ROD SUPPLIER (2)MST 24 OUTLOOKER AT 24" O.C. PLACE GABLE END TRUSS 6 6 6 Ph. 242-0.908 Fax.241-9557 4'-0"x4'-0" PIECE OF WALL TO THE INT. FACE OF EPDXIED 12" SHEATING INSTALL AT UPPER ROOF BALLOON FRAMED WALL FL:CA# 8344 SC:CA#3579 o STUD SPACING, SEE SHEATHING AND FASTEN TRUSS TOP HTT5 w/ I (2)2x6 CORNER 1" BELOW GARAGE HEADER DETAIL A FRAMING PLAN Off,_ AND BOTTOM CHORDS TO (2)2x STUD CORNER " THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS SCHEDULE. BALLOON FRAMED WALL 5-12d TOE STUDS w 0 o ALWAYS PLACE AND 1 L/� SHOWN / 2-0.131X3" O ) 2x4 BLOCKING AT TRUSS EACH EPDXIED 12" M22 a s a a HEADER AT KING. NAILS AT EA. STUD. TOP OF ROUGH 4s" O.C. BETWEEN t� P.T. SOLE PLATE 2 FASTEN SHEATING TO HEADER w/ 8d COMMON QB GALV. BOX NAILS GABLE AND FIRST OPENING IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING INTERIOR TRUSS. �`i•••••ri 'G SOLE PLATE JACKS AND KING .•" ''•. p''% GARAGE HTT5 w/ FLOOR ANCHOR " STUDS PER PLAN. FASTEN GABLE END • • , THREADED ROD (STUDS, BLOCKING & SILLS) TYP. � EPDXIED 12" in Q�•• �" .[+•. • .M SOLE PLATE tl° HTT5 w/ = U N 6 •` 2 M ANCHOR °..d THICKENED SLAB EDGE GARAGE WING WALL SECTION " THREADED ROD DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS _ _ r, AT GARAGE OPENING. EPDXIED 12" _ 6x6 POST WITH ABU66 "¢ 6 P.T. SOLE w/ 5/a" THREADED ROD I -0 :• S T OF - N NOTES: PLATE EPDXIED 12" MIN. THICKENED SLAB EDGE AT 'Ss A,' Q` GARAGE OPENING. 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. ,1,��'��••••*• ••••C2��`°ter`` sS N GARAGE WING WALL ELEVATION ° CONVENTIONAL SW d.L77.p NO FULANCHOLHEIGHTChristopher J Sabourin PE PER S `. tl REQUIRED. FL'; PE#71461 I wIiEN 1 GARAGE HEADER FRAMING 2 ri GARAGE CENTER WALL FRAMING w 3 GARAGE WING WALL FRAMING LESS THAN 12" 4 BALLOON FRAMED CABLE END REV1SlIONs DATE 07ED SO 2 S0.2 OTED SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. SPLICE 2xE x 4'-6" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF PORCH BEAM SUPPORT POST TRUSS 0 4" O.C. JACK STUD JACK STUD IF 4x4 IS SPECIFIED ON PLAN, 2x4 P.T. SYP No.2 AT DOOR MIN. (2)2x4 PT SYP #2 USE (2)2x4 SPF#2 SUPPORT. AT DOOR BLOCKING/CLOSURE FASTEN w .. b24MA IF 6x6 IS SPECIFIED ON PLAN, WALL 3`O• / 3-12d TOE NAILS. RIP FIELD, ALTERA f1ON SHEATHING PRE—ENGINEERED DOWN TO REQUIRED DEPTH USE (3)2x4 SPF#2 SUPPORT. �• RATED WALL SHEATHING w/ Y4"x37¢" 8d 0 6" O.C. EDGE & FIELD. ATTACH PORCH BEAM TO WOOD ROOF TRUSSES. PLAN VIEW TAPCON PLAN VIEW SIMPSON LTT20B SUPPORT POST w/ (2)HTS20. CS18 w/7-1 dx17¢" 12d COMMON � CONTRACTOR SHALL CONTACT LOU EACH END 48' � WIRE NAILS PONTIGO 8 ASSOCIATES PRIOR TO r RECESSED IN SLAB \ MAKING ANY STRUCTURAL FIELD SCREW O.C. STRAP CAN BE w/7Z" THREADED ATTACH SUPPORT POST.TO 4 O.C. MODIFICATIONS WHICH MAY VARY STAGGERED � • FROM THE INTENT OF THE ORIGINAL ROD EPDXIED 4" SOLE PLATFOUNDATION WITH HTT4 INSTALLED ETHER CONSTRUCTION DOCUMENTS.ANY FACE OF STUD Z CS18 w/7-10dx17¢" ANCHOw/ 5/a"0x6" EMBED EPDXY ROD. U.O.N. EACH END 0 48" FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONT�O 8 SYP#2 PT SOLE PLATE I I�O.C. STRAP CAN BE ASSOCIATES MAY RESULT IN CONC. CONC. # BOX COLUMN INSTALLED EITHER SLAB SLAB FACE OF STUD CONNECTOR UPLIFT ADDITIONAL I NA ENGINEERING OR MAY BE USED IN LIEU OF 4x4 OR 6x6. INSPECTION FEES. FLOOR FLOOR 8d 0 3 FLOOR WATER PROOFING AT TRUSSES TRUSSES TRUSSES I DOUBLE LOWER PORTION OF OR JOIS ELEVATION VIEW ELEVATION VIEW T. O OR JOIST. TOP PLATE JOIST. BOX COLUMN BY BUILDER IF PT MATERIAL IS NOT USED. OPTION B BEAM SEE I PLAN 7 Z OPTION A OPTION B OPTION A OVERLAP STRAPPING SHEATHING OPTION C DROPPED BEAM U 0 5 FRONT ENTRY JAMB FASTENING s BOX COLUMN DETAIL MM 7 WALL STRAPPING OVERBEAM s RAFTER TAIL DETIAL ( � wHON ( J OTm NOTED ON PLAN SO. 07ED SO. THIS DETAIL ONLY APPLIES WHEN NO ED ON PLAN S0. S0. THIS DETAIL ONLY APPLIES WHEN NO E t ' lUj W ❑ TRUSS OT. CHORD TO TRUSS PER PLAN GABLE BRACING TRUSS ULU w/8d 012 O.C. TRUSS BOT. CHORD TO _ GABLE BRACING TRUSS FASTEN "TOP CHORD" w/8d 0 12" O.C. GABLE GRACE TRUSS TO WALL w'8d 0 6" O.C. II KING STUD TOP PLATE: FASTEN GABLE BRACING O Z n SDWC15600 SCREW. TOP PLATE ' BELOW TRUSS TO WALL w/(10)8d n/ , !W' EA. END STUD TO TOP PLATE: SECTION A-A J Ln SDWC15600 SCREW. o 0 32" O.C. CND TO TOP PLATE: STUD TO TOP PLATE: SDWC15600 SCREW. SDWC15600 SCREW. 4-12d T E 4< 0 32" O.C. 0 32" O.C. ROOF NAILS (T�P.) 2x4 DOUTLOOKERS ® 24"" .C. STUDS TO TOP PLATE STUD TO BOT PLATE: TRUSS D.C. BOT PLATE TO TRUSS SDWC15600 SCREW. H3 4B H2.5T HURRICANE CLIP 0 EA.HEADER TO J W Y4"x3YZ" LAG SCREW 0 32" O.C. OUTLOOKER TO TRUSS. O 1-MSTA24 WITH ROUND WASHER Z AT EACH FLOOR TRUSS { I BOT PLATE TO FRAMING BOT PLATE TO FRAMING BELOW CS180 32" O.C. BELOW CS180 32" O.C. � 0 WALL SHEATHING UP 0 STUD TO BOT PLATE: GABLE END TRUSS. U BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. X x37¢" LAG SCREW0 32" O.C. -LLWITH ROUND WASHER 24" O.C. GABLE BRACING TRUSS TO WALL, SEE EECTION A-A � r 0.131x3" TOE NAILS 0 8"O.C. 'MIS`, IV FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE FRAMING TRUSS B . CHORD TO GABLE TRUSS OR BEAM PARALLEL TO WALL ABOVE BRACING TRUSS w/8d 0 12" O.C. I�LSTA12 0 48" O.C. QR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ DETAILS s WALL STRAPPING DETAIL 10 WALL STRAPPING DETAIL 11 WALL STRAPPING DETAIL 12 GABLE END BRAKING sowcl5soo 0 3s" O.C. OMIT IF YNiEN WHEN SHEATHING OVERLAPS GABLE 12" MIN 01ED So. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OTEO So. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 01ED SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.2 DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 6 UNC R REFER TO THE ARCHITE URAL DRAWINGS OR CO ACT THE EO.R. PLAN NAME CAPT VA - CLASSIC DESIGN RAWN/CHECKED r CS KM LAP DATE 05.16.17 SCALE AS NOTED i LPA No. TO L-17-00455 CONTROL No. 5034 SHEET OFFICE COPY S 1 02 SHEET 3 OF 9 SYMBOLS LEGEND 89'-0„ ----- DESIGNATES FOOTING LINE - DESIGNATES SAWCUT UNE 82'_0" 7p-0)) ® INTERIOR LOAD BEARING WALL 5'-0" DESIGNATES SLAB RECESS 2'-0" Lou Pontesotilncd Ass 1 8 O 420 Osceola Avenue S1.01 S1.01 I Jax. Beach, Florida 32250 �- - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ® - - - - ->- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N FL:CA# 908 Fax.241-9557 344 SC:CA# 3579 _ 1 g M NO FOOTING TO STEMWALL F3 1 a' S .01 ao w/ 2-#5x30" DOWEL I I 24x24 MASONRY PIE BUILT .•�r�*��,' :�,,^.�� EPDXIED 6 MIN. TYP. I a `• , 15 -2 19 10 3 -8 1 i� ( ) I I INTEGRALLY w/ STE WALL ��Q•,.•' 1 . ��'•. pG`'--, 1 REINFORCE w/ 2-#5 VERTICAL : v N 6 J-5-4" I I DOWEL BARS. TOP PIER IS 6" p .2 ABOVE PAVERS (2 PLACES) V01 L J I I _ . 8 00 = -o to ST T OF _ o 1 J pIz- c� 1 7 1 - S1.01 I I S1.01 `,�0'cF•��', OP•••%�(�Q�•� n S1.01 in S .01 Do 6 I I 1 AI I I I I I I .. �••• • • - I op 1 I 1 Christopher J Sabourin PE MONO FOOTING TO I I I �j FL PE#7141 STEMWALL w/ I 1 6 6 -� I N REVISIONS DATE S1-0>1 2-#5x30" DOWELS I I I S1.01 s1.o1 I r EPDXIED 6 MIN. (TYI, 51601 51.01 - I - - - - - - -j Ir - - - - - - - - - t - - - - 01 - - - - -� L - - -00 - � 1 - - - - -I J ,� 6 9 F3.0� - - - - - - - - - - - - - - - - - - - � 12 DEEP FOOTING - - I 9 w/ #5 ® 12" O.C. S1.01 9 S1.01 1 1 PAVERS S1.01 EA WAY BOTTOM. I S1.o1 BY OTHERS I I 01 23'-10" 8'-2" 3'-6" 3'-1" 10'-1" 10'-3" FIELD ALTERATION CONTRACT R SHALL CONTACT LOU 1'-0" STAIRS BY PONTIGO ASSOCWTESPRIOR TO MODIFICA - - - - - - - - - - - - - - - I BUILDER O MAKING NY STRUCTURAL FIELD O I I I FROM THEN ENONS T OF TH ORIGIHICH MAY ARY NAL Lr) „ _ CONSTRUCTION DOCUMENTS.ANY I I I 4 CONCRETE SLAB w/ 4 / to - - - - - - N FIELD ALTERNATIONS MADE PRIOR TO BEING APP VED BY LOU PONTIGO a FI B ER M ES H @1.5 LBS/C .YD. I 6 I ASSOCIATES MAY RESULT IN N I I SI M. 04 I 4 ADDITIONAL ENGINEERING OR OF CONCRETE OR 6x6 W1.4xW1.4 3 LT I`7 IN FEES. 9 WWF ON 6MIL VAPOR BARRIER lollS1.01 I I S1.01 1 STAI S BY I ( N I S1.01 IN PREPARED GRADE. S1.01M NO FOOTING TO BUILDER I I PAVERS I I BY OTHERS oN I STEMWALL w/ 2-#5x30" DOWELS 1 410B I = Z 1willi 9 EPDXIED 6" MIN. (TYP.) I S1.01 I S1.01 II I SLIDING GLASS DOOR PROVIDE SAW CUTS PER # I I LD �I I 1 �I FRAMES MUST BE RECESSED PROVIDE 2- 4x4'-0" 1 U _ CORNER CRACK BARS 00 00 I SEE ARCHITECTURAL PLANS 5/S1.01, BUILDER TO AT SLAB MID-DEPTH. I v , FOR LOCATON OF SLIDING COORDINATE WITH FINI 'H I 3 Q F3.0 ( I I GLASS DOORS. FLOOR MATERIAL. W CjSI; W 04 S1.01 ` ao I I 4 U F3.01 C--- I S1.01 a W W I I 1 Foa � ' �I 1 U I 1 I I __� N I I I 1 100 1 1 ,-(�„ STAIRS BY Q Vol BUILDER ^^` N0 FOOTING TO I N 1 Z L.L N I STEMWALL w/ 2-#5x30 1 ( I 1 1 II II /3\DOWELS EPDXIED 6" MIN. S1.01 O � QUj 1 F3.0 - - - (TYP.) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ln I 8 1 3 Q S1.01 S1.01 S1.01 rn w O v/ 9'-6>, Z SII � 4,_0" 74'-0„ W lo 89'-0" 18x18 MASONRY PIER BUILT 00 INTEGRALLY w/ STEMWALL J U REINFORCE w/ 2-#5 VERTICAL DOWEL BARS. TOP PIER IS 6" ABOVE PAVERS (2 PLACES) i FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FOOTING SCHEDULE AND NOTES FOUNDATION PLAN PLAN NAME- CAPTIVA - CLASSIC SCALE: 1/4" = 1'-0" DESIGNlDRAWN/CHECKED CS KM LAP TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0 3-#5 EA. WAY BOT. j DATE " 05.16.17 F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. ', SCALE F3.5 3'-6" S-6" 1'-0" 4-#5 EA. WAY BOT. 4S NOTED F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. LPA No. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. TOLL-17-00455 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 5034 REFERENCE ONLY. SHEET i 2. FTGS. do FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. OFFICE COPY S160 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED SHE T 4 OF 9 PROCTOR IN ACCORDANCE WITH ASTM D 1557. TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. mom CORNER BARS (TYPICAL) AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 —#5 CONT., PROVIDE SEE 7B/S1.01 8 /SOLE PLATE ANCHOR, " CMU OPEN BOTTOM LINTEL SEE 3 SO.0 Lou P'ontigo and 4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) BLOCK w/ 1—#5 CONTINUOUS Associates, Inc. FOR TEMPORARY BRACING LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. SEE ARCH PLAN I PERMANENT LATERAL 420 Osceola Avenue SUPPORT DETAIL. __ SLAB ON GRADE, 51» — SLAB ON Iax. Beach, Florida 32250 ————— Ph.242-0'908 Fax.241-9557 ° _ SEE PLAN. • 2 I ° 4. .�/°I a GRADE, _ FL:CA# $344 SC:CA#3579 PLAN. 'a GRADE OR CONC. SLAB, SEE PLAN. //�\ s \ ►,,,,, VERT. 8" CMU STEM WALL \� 4 DOWEL TO MATCH E R �� e # SHOWER PAN SL ES TO DRAIN, SEE ARCH SLAB ON ° _ �a�° *pet't4 ,,, STEMWALL SCHEDULE j,� STEMWALL REINFORCING (SEE \ - ° a #4 VERTICAL DOWEL @ 24 O.C. ,. Q�..'j�,� E . p GRADE— ° /�, 90' BEND INTO FTG. 'V .'• F » PLAN. MAINTAIN MIN. SLAB THICKNESS. ° • CMU \ - SCHEDULE) w/ 6 HOOK INTO SEE PLAN \,,a ,` (� 2 COURSES REINFORCING °4 FOOTING. LAP VERT REINFORCING 00 :2 / ,� 6 ,, „ �\ 25" IF STEMWALL IS GREATER �\ Q 1 TO 6 #4 VERT. @ 48 O.C. •. ° • �� /� v \�/ W S'1' OF o THAN (3) COURSES. /\ - 7 TO 10 #4 VERT. @ 24"O.C. J STEMWALL, SEE 1 /S1 .01 `° 3 ° CONTINUOUS CONCRETE •'' ,. , P.•�•��Q:'� 11 TO 12 #4 VERT. @ 8"O.C. CONT. CONCRETE FOOTING •. ° • 3" CLEAR FOOTING �'''��`r�'/ L NG��•�°' 1—STORY, w (2)#5 CONT. STEMWALLS OVER 6 COURSES TO 8"d x 16"w / `\ TYP HAVE TRUSS TYPE HORIZ. JOINT 11 2—STORY, w/(3)#4 OR (2}#5 CONT. Christopher I Sabourin PE REINF. BETWEEN EVERY OTHER 10»d x 20"w 10"x20" FL P E#714 61 COURSE. FILL CELLS SOLID. w/ 2—#5 CONT. REVISIONS DATE 1 STEMWALL FOOTING 2 FOOTIN W/ SHOWER RECESS 3 GARAGE STEM WALL �01 SCALE: 3/4" = 1'-0" S1.01 (IF REQUIRED) S1.01 (IF REQUIRED) TYPICAL WALL FRAMING AND ANCHORAGE FIELD ALTERATION PER CONSTRUCTION SPECS. CONTRACTOR SHALL CONTACT LOU PONTIGO Y ASSOCIATES PRIOR TO MAKING I�NY STRUCTURAL FIELD (1)#5 CONTINUOUS, PROVIDE MODIFICATIONS WHICH MAY VARY ° ° CONSTRUCTION OC THE ORIGINAL ANY L CORNER BARS (TYPICAL) 12" HOOK INTO SLAB. STEP, SEE _ _// FIELD ALTERNATIONS MADE PRIOR TO ARCH. ° �`� BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN (4" MAX. ADDITIONAL ENGINEERING OR ) EQUAL TO SLAB INSPECTION FEES. THICKNESS. SLAB ON GRADE, 7B @ SLAB RECESS SEE PLAN. ' BRICK VE = Z ACCEPTABLE'' WITHOUT U WALL FRAMING INCREASE OF FOOTING WALL FRAMING SIZE. 8" CMU STEM WALL W/ 1" DEEP SAWCUT w/ SLAB ON GRADE, Q #4 VERTICAL DOWELS @ 24 O.C. SLAB ON ELASTOMERIC SEALANT SEE PLAN 2—#5 CONT. SLAB ON p b GRADE— STEP, SEE ARCH. PLAN. ° Uj 90° BEND INTO FTG. J ;\t A _ __�__.—._ -_T�.- SLAB ON Q -=—.— - GRADE, M ' r SEE PLAN — ___ ° G W GRADE, J - / SEE PLAN. a 00 NOTES: . / SEE PLAN. 1) PROVIDE SAWCUTS TO CREATE \!\ a a ° j� �! \\,/ 4, 'j\\�,� I r CONTINUOUS CONCRETE—' A " o. / / \ l� LLI APPROXIMATE 12' X 12' MAX. SQ. \/ J ' � \%' - T FOOTING2) SAWCUT CONC. SLAB WITHIN 4 TO 3 CLEAR 12 HOURS OF CONC. PLACEMENT. OPTIONAL TYP 8"x16„ 1—STORY, w/(2)#5 CONT. •3 ,, Q 2 FLAIR 8%20" s xl 1—STORY, w/(2)#5 CONT. Z ^ 10"x20" 2—STORY, w/(2)#5 CONT. 2—STORY, w/(2)#5 CONT. O CL w/ 2—#5 CONT. W 4 STEMWALL AT GARAGE5 SAW CUT DETAIL s BEARING AT INTERIOR 7 MONO. FOOTING AT STEP-QOWN m —� �01 SCALE: 3/4" = 1'-0" �-O S1 .01 �-o W . cp _z W G O J U TYPICAL WALL FRAMING AND ANCHORAGE PER 3 " MATCH DOOR �4 PAVER BY CONSTRUCTION SPECS. WITH, SEE ARCH. RECESS BOND BEAM w/1—#5 OTHERS SLAB ON 4. GRADE, SEE PLAN. PAVING X SLAB ON a MISC 8 MASONRY z i -�- id° 4 GRADE, BY BUILDER 12,x2„ 1#5 CONT. FRAMING C) er/ STEM WALL w/ a SEE PLAN. DETAIL 10B # FIW'1MING °° GRADE OR CONC. N \\\ 1—#4 @ 48 O.C. Z QCO ° a ° J 1 �� E.J. DETAILS SLAB, SEE PLAN. id i�i�i °. 1 MATERIAL SLAB ON cw / i — ° zr— �'-4. GRADE, N ALT. FOOTING AT / SEE PLAN. BUILDERS DISCRETION. \\ ��fi THESE DRA INGS.IF A DIMENSION IS / THICKENED EDGE 8"X8" UNC RREFER TOTHE \ °° 4 #3 @ 48" O.C. OR ;�\, DO NOT LE DIMENSIONS FROM w/ 1—#5 CONT. CO URAL DRAWINGS ° ' ROD CHAIRS (TYP.) DETAIL 10A ARCHITE URAL DRAWINGS OR (2)#5 CONT. / . / /\\ \ 2„ 2" THICK x 20" WID w/(2)#5 CONT. P,= NAME CAPTIVA — CLASSIC DESIGN/,DRAWN/CHECKED CS KM LAP 8 PORCH STEM WALL 9 MONOLITHIC EDGE FOOTING 1 o THICKENED SLAB DATE 05.16.17 �-O �01 S1.01 ' SCALE AS NOTED I LPA No. TO 11_-17-004 55 CONTROL No 5034 SHEET OFFICE COPYs1 •o 1 SHEET 5 OF 9 i I SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d O j DESIGNATES 8d COMMONS O 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE. NUMBER (2)2x8-1/2 OFPLYS & TAHE/DEKING R. STUDS NEEDED FOR Lou Pontigo and ---- BEAM OR TRUSS, SEE PLAN Associates, Inc. STRAP HEADER PER 7/S0.1 ' ANCHOR LEGEND 420 sceola Avenue Hg (2)2x6-1/1 (3)2x8- /1 (2)2x8-1 1 HUC210-2 Jax. Be ch, Florida 32250 2 2x8-1 1 2 2x8-1 1 2 2x8-1 1 HANGER Ph.242-0 08 Fax.241-9557 ® ( ) / ( ) / ( ) /Hot X THREADEDD ODETER SEEFULL DETAILEIGHT 2/50.1 FL:CA# 344 SC:Ca,#3579 ( 2x12 CANTILEVER BEAM OSB WALL I - PAST POST TO �/� " A307 DIAMETER FULL HEIGHT I SHEATHING. � I THREADED ROD, SEE DETAIL 12 FASTEN TOP I _OSB WALLN SUPPORT TRUSS ABOVE /s0.1 OF WALL PER I ..i I SHEATHING. DETAIL 5/S0.1. I I I I 'a" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR .�` ••►'•`•• •" �'�. I I STRAP HEADER TOP PLATE, SEE DETAIL 12/SO.1 �`�Q•.••• ��N •`: (��'f''�� p N /� I PER 7/SOA :rr FASTEN TOP I J 4&" A307 DIAMETER THREADED V: N - m J ROD TERMINATES AT FIRST FLOOR OF WALL PER I N TOP PLATE, SEE DETAIL 12/SO.1 PROVIED MIN. (2) - I I i PROVIDE MIN. N In I .o : STGq INTERMEDIATE JACK DETAIL 5/S0.1. I I N SIMPSON ': F N M STUDS. FASTEN TOP I r j -- (2)INTERMEDIATE JACK oO I ON HTT5 SEE DETAIL 15/S0.1 ,O� •,��' .•' k,�c`° X I STUDS. FASTEN TOP & N �` •• p I •• k. ` c3 & BOTTOM w/ I § 1- BOTTOM �'�+ ' ••, •• \�,�o`' N cn BOTTOM w/ SDWC15600 '`� Al ` N SDWC15600 I I CN SIMPSON DTT2Z SEE DETAIL 15/S0.1 '� �yi�owtona ,`,� I • (2 x6-1 1 �I Christopher J Sabourin PE _ I SIMPSON LTT20B SEE DETAIL 15/50.1 F IL P E#7 1 4 6 1 STRAP HEADER SHEATH CONT. THRU \ BRACE TOP 6x6 SYP#2 POST w/ PERPENDICULAR WALL i OF WALL PER (2)2x6 ABU66 SEE DETAIL WALL STUD SCHEDULE REV1510NS DATE PER 7/S0.1 I I CO 1/S0.1 SIM. SPF#2 2/S0.1 (TYP.). 3 2x4 N LOCATION PLATE STUD SIZE TOP PLATE TO STUD w/ I O SDWC15600 @ 48" O.C. SPF#2 POST. HEIGHT & SPACING (2)2x12-2/1 POST. I W EXTERIOR 9'-1. 2x4 SPF#2 O 16" O.C. TOR (2)2x8-1/4 ) MAX �- - - O I EXTERIOR 10'-1 2x6 SPF#2 O 16" O.C. 4[ 2x4 SPF#2 STUDS y N m I MAX 2x4 SPF#2 O 12• D.C. SEE 3/S0.1 FOR BEAM M j @ 12 O.C. -- �� i N x EXTERIOR 14'-0" 2x6 SPF#2 O 16" O.C. to „ N 10'-1 TO FRONT ENTRY ' CONN. (TYPICAL) I I JAMB FASTENING I x 0 INTERIOR MAX 2x4 SPF#2 O 16" D.C. � � o I N 10'-0" STRAP HEADER \� (3)2x4 SPF#2 PER 5/S0.2 I �- I � INTERIOR 12'-0" 2x6 SPF#2 O 16" D.C. 2L i I PER 7/S0.1/ y� POS EACH L � o END OF GIRDER. MAX 2x4 SPF#2 O 12" D.C. FIELa'ALTERATION o I SEE DETAIL Sim N07M CONTRACTOR SHALL CONTACT LOU SHEATH CONT. : L� PONTIGO 1 ASSOCIATES PRIOR TO \'' 2 2X12-2 1 S 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD PRIOR TO FRAMING ( ) / (`> 1/SO 2 MODIFICATIONS WHICH MAY VARY 2.) MINIMUM STUD SIZE ANQ SPACING ARE SHOWN. FROM THE NTENT OF THE ORIGINAL X I POCKET FOR SGD I CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRu TION DOCUMENTS.ANY (2)2X6 I ARCHITECTURAL REQUIREMENTS. FIELD ALTER sIATIONS MADE PRIOR TO STRAP HEADER PER 13E1NG APPR vED eY Lou PONTIGo a SPF#2 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIbTES MAY RESULT IN YELLOW PINE. ADDITIONAL ENGINEERING OR DETAIL 7/S0.1. I OSB WALL POST. w PECTION FEES. I SHEATHING. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. W ( 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS Ih I 0 N TO CONCRETE SLAB w/16d MASONRY CUT NAILS O 16" O.C. N I \ Q \ ( MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT I I M Ll N SHEARWALLS T 2 I 2: N COMBINED USE PANEL NOTES I N I I . N FASTEN TOP OF WALL I N HF ^ I V 6X6 P.T. SYP 2 POST I mil : ( I PER DETAIL 5/S0.1. I ( 1. EXTERIOR WALL SHEATHING SHALL BE U # _ _ I I I ( _ � I CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST w/ABU66. SEE DETAIL CD3� TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHINGV J 2/S0.1. TYPICAL I ( I SPLICE LOCATIONS FOR MULTI STORY CONDITIONS LUQ I 2. SEE SHEET So.O FOR WALL SHEATHING W '♦•'� SPECIFICATIONS. u SEE DETAIL W 1 - 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN � 2/50.2. DETAIL 1/SO.0 xI �, ouj N 4. INSTALL SOLE PLATE ANCHORS PER DETAIL U I ° Q \ I,u N 7 I z L3/S0.0 � w X GENERAL NOTES Q i iN ( j 0_ 1. SEE DETAIL 2/S0.0 FOR WALL FRAMING DETAIL. < z ](X'4I SEE WALL STUD SCHEDULE THIS SHEET FOR STUD OSIZES AND SPACING. AT GIRDERS AND BEAMS, HUC210-2 I � PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER � , , � rl HANGER I ; I PLIES. [ n LY.-i2 LVL _ _ i I SHEET SO.0 FOR ROOF AND FLOOR SHEATH "� • D CANTILEVER BEAM 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE TO SUPPORT (2)2x8-1/1 (2)2x8-1/1 (2)2x6-1 1 - SEE DETAIL / (2)2x6-1/1 (2)2x6-1/1 j g PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES4< GABLE TRUSS 1/SO.2. TOGETHER PER DETAIL 6/S0.0 Q 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O �++ O 5. AT SHEARWALLS, PROVIDE DIAPHRAGM Z DA ATTACHMENT PER DETAIL 5/SO.1 m� 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT W TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS O O CS18 STRAPPING DETAIL J U CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. 2x4 BLOCKING ROOF WALL FRAMING w 0 @ 24" O.C. TRUSSES 2X6 FLATWISE NO NAILS REQUIRED I FLOOR BLOCKING FLOOR IN CLEAR SPAN MING SHEATHING NAILER w/3-0.131 X3 TRUSSES- N EACH SIDE OR JOIST. WALL FRAMING 'Z 0 PLAN CRIPPLE STUDS a z SHEAR ALL NOTE: SW: 3/6 @ 16"o.c, NAIL TO ADJACENT STUD AT EA END LENGTH. FASTEN 2-SDWC15600 csls STRAP w/ 10" SW: /6 DESIGNATES SHEARWALL w/3-10d COMMONS � THIS END w/ s-1od. LOCKING DO NOT LE DIMENSIONS FROM NAILING - 8d @ 3" EDGE AND 6" "FIELD" THESE ORA INGS.IF A DIMENSION IS UNC R REFER TO THE WALL SHEATHING I ARC HITE URAL DRAWINGS OR SOLE PLATE ANCHORS - SEE SCHEDULE ON WALL SHEATHING CONTACT THE E.O.R. OND TAIL 3/SO.0 (2)2X8 SYP#2 CONTINUOUS. FIRST FLOOR FRA MNG PLAN PILAN NAME PLATE SCALE: 1/4" = l'-0" CAPTIVA - CLASSIC iWALL SHEATHING /� RAWN/CHECKED SOLE PLATE ANCHOR SPACING SCHD 10d COMMONS DESIGN CONNECTING BUCK AND PLATE cs I KM LAP ALL EXTERIOR WALL 42" O.C. © 6 °'c /8d @ 3" EACH SIDE DATE UNLESS OTHER NOTED 2X4X12" LONG ADJACENT 105.16.17 SHE RWALLSTO STUD. FASTEN TO HEADER SCALE (SW d®3"/6") 24" O.C. WITH 2-SDWC15600 SCREWS. AS NOTED �_SOLE PLT O 111 WHEN NOTED ON PLAN LPA No. SEE NOTE 2 TO IL-17-00455 1. INSTALL CQNTROL No. 3/ 0.0 SOLE PLATE ANCHORS PER DETAIL 1 WOOD FRAMED HEAD ABOVE SLIDING GLASS 5034 SHEET 2. ANCHOR SPACING SHALL BE AS NOTED. FOR 51.1 EXAMPLE - SOLE PLT 10 36" = 36" OFFICE COPY L I ON CENTER SPACING SHEET 6 OF 9 - - SYMBOLS LEGEND YTS16 DESIGNATES UPLIFT CONNECTION. F7H EEM40 PLAN NOTES: 1. F R TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. F R SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. F R GENERAL DESIGN SPECIFICATIONS SEE SHEET = 4. WEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DMAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and Associates, Inc. 8 TRUSS RAFTER TAILS, So 2 420 Osceola Avenue SEE DETAIL 8/SO.2 ) — 1 FASTENING DETAILS Jax. lieoch, Florida 32250 � (2)HTS16 � s0.1 Ph.242-008 Fax. 241-9557 FL:CA# 344 SC:CA# 3579 TRELLIS BY T. co r cr) M ch M ch 0 0 0 o O r BUILDER SEE o I LL LL o 0 0 0 0 0 o 0 o o ARCH FOR I LL LL LL LL LL u_ LI_ u_ �- �- U_ U_ DETAILS E:-,I I tie R" , I ,`��.��`�`�••rr rrrrrrrrrr•• �,��, PORCH CEILING SHEATHING '� ;•' CENS�c*'s�pG-= M 1TRUSS SEE 2/S0.1.2 SHEATH WALL CONT. I AT BOTTOM CHORD OF �.' Np• 1 461 THRU LOWER ROOF 2� M S0.2 I T TO TRUSS BELOW. a OSB BLOCKING PER =0 S T OF * o I U DETAIL 5E/S0.1 ,�. •.• p, Fs�� 1 p ••. ��cQ, N STUD DIRECLY S�DAJAL EN��`°•,r, I TOP PLATE TO BELOW TRUSS SDWC15600 STUD SDWC15600 2 Christopher J Sabourin PE t�� I I in,/ GABLE END I S1.2 FL P E#714 61 BRACE GEB01 I OS BLOCKING PER TRUSS TIE DOWN WITH SIMPSON SDWC TRUSS TO WALL REV pNS DATE SEE 12/S0.2 j i DETAIL 5E/S0.1 HTS16 w/ SDWC15600 j Rafter to Top Plate shown 2)HTS16 2x8 BLOCKING TO ACCEPT Truss to Top Plate similar o STRAP FROM ABOVE. U_ F- ..rj4 FASTEN EA -ND w/ A35 (2 HTS16 Optimal 22)¢ U. 10• 0' 11 Ll U FRAME UPPER LEVEL CONT. 2 30• 2x6 SYP#2 RAFTER ® 2)HTS16 T� 2 g FR M 1 ST LEVEL TOP PLATE 4" O.C. FASTEN EA END S0.1 TO 2ND LEVEL TOP PLATE. f w/ (4)10d TOE—NAILS- DO NOT FRAME KNEE WALL CON l�to RsILELRco�oNLOU LOOR SYSTEM ELEVATION. (2)HTS16 N BEL WDTRUSSY MAKING ANYSSSTORUCTURARLOFlE D O N N O MODIFICA'tf IONS WHICH MAY VARY O O O O O O O O �"Max PBOLm m FROM THE INTENT OF THE ORIGINAL BY CONSTRUCTION DOCUMENTS.ANY TRELLIS a o_ o_ a a d FIELD ALTERNATIONS MADE PRIOR TO TRUSS TO WALL BEING APPROVED BY LOU PONTIGO$ I �T 3 (2)HT 16 BUILDER SEE SDWC15600 TOP PLATE TO NIA- W/ SDWC15600 i Y RESULT IN ARCH FOR ADDIITOINAL EATES NGINEERING OR I STUD SDWC15600 INSPECTION FEES. DETAILS 1 I I Note: !1. Sloped—roof rafters may be sloped up to and including S1.2 a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. _TT7 GABLE END SI PSON SDWC INSTALLATION RANGE 7 Z BRACE GEB02LD f 1 SEE 12/SO.2 U Ln � W 12 so.2 (� W Q PORCH CEILING SHEATHING ST D NOT DIRECTL z AT BOTTOM CHORD OF 6 LOW TRUSS Q TRUSS SEE 2/S0.1. SDWC15600 �/ W i fir — Note: Reference detail 2a for installation angle limit �/ i c0 00 N N N N N N N ch M cN' t0 O O O N M cry t0 I� CO O O N cr) Inco m J to ►- �' �- `� '� Lto_ SDWC INSTALLATION �. T6 T59 J Rafter to Top Plate shown 01 5 PROVIDE (Truss to Top Plate similar) 8 S0.2 SO.0 SIM. OUTLOOKER PER W O 10/S0.1 SIM. z NIL R`Ox STUD NOT DIRECTL BELOW TRUSS 11 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES Products Roof Truss Connector List Roof Truss Connector List j BEARING PlotlD Length Product Plies Net Qty Ma of Product Qty Manuf Product Qty Da not install SDWC in ! ` 1. STRAP TRUSSES AND ROOF RAFTERS TO BE O O WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 FB01 7-09-12 onCENTER® LVL 2.0E 1 3/4 x 16" 2 2 US THD26 4 USP JUS24 1 ® hatched area SCREW UNLESS OTHERWISE NOTED USP MSH422 2 sDwclSsoo J U Overhang 1 1/2" MIN 2" MAX j EXTERIOR SDWC INSTALLATION RANGE BEARING WALL. p 16d COMMONS ® = FLOOR AND 2ND STORY POST SET 2X4 WALL SHEATHING. 8" ON CENTER R09I F TRUSS n Cc DIRECTLY ON BEAM BLOCKING FLOOR SHEATHING 7f" minimum edge PLACEMENT BELOW AROUND Rafter or Truss POST OSB BLOCKING " g I distance for full PLAN 2X12 BLOCKING j FLOOR BETWEEN EACH p' y pp or values (with or Splice may be in upper BETWEEN EACH SHEATHING. TRUSS. SEE 5E/S0.1 FLOOR splice) a plate lower plate JOIST TRUSS. DO NOT SCALE DIMENSIONS FROM 2ND FLOOR WALL THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE PORCH BEAM, ( > STUDS. SET ONYa' from top plate ARCHITECTURAL DRAWINGS OR CO SEE PLAN. I _ ACT THE EO.R. OUBLE TOP PLATE splfor full Offset es STUD NOT DIRECTL BELOW TRUSS PLAN NAME CAPTIVA — CLASSIC (2)CS18 POST TO� SDWC15600 SDWC15600 DESIGN/!DRAWN/CHECKED POST PRE-ENGINEERED CS KM LAP EXTERIOR WOOD ROOF TRUSSES. ATWEEN 6 BLOCKING DATE BEARING WALL. FLOG AND ROOF TRUSS PLACEMENT PLAN EA. TRUSS SDWC AT TOP PLATE SPLICE ;05.16.17 SCALE: 1/4" = 1'-0" 1 SCALE 1ST STORY POST. SEE AS NOTED PLAN. LPA No. TOIL-17-00455 C6NTROL No. 1 DETAIL 5034 2 DECK DETAIL SHEET s1.2 S1 2 OFFICE COPY 1 SHE T 7 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN Elm LINE DESIGNATES SIDE OF WALL THE SW: -3/64 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PSUPPORTAHE/DERG STUDS NEEDED Lou ontigo and SEE 3/S0.1 FOR BEAM ---- BEAM OR TRUSS, SEE PLAN Ass, c i a t e s, Inc. SHEATH WALL CONT. CONN. (TYPICAL) ANCHOR LEGEND THRU LOWER ROOF 00 CANTILEVER BEAM 420 OsceolaAvenue32250 2 TO TRUSS BELOW (2) _x6-1/1 2)2x10-1/2 (2)2x6-1 1 V) PAST POST TO " A307 DIAMETER FULL HEIGHT Ph. 242-0908 Florida Fax.241-95057` / (2)2x6-1/1 SUPPORT TRUSS ABOVE THREADED ROD, SEE DETAIL 12/50.1 FL.CA# 8344 SC:CA#3579 00 00 0'� 6x6 P.T. SYP#2 POST SET X5 3(i" A307 DIAMETER FULL HEIGHT G THREADED ROD, SEE DETAIL 12/S0.1 crj v v r11 HUC210-2 DIRECTLY ON BEAM w urrd�nr �i �, I BELOW. STRAP TO POST "'` tf r� HANGER " A307 DIAMETER THREADED "'°` 1�11�IR , V) (2)CS18 �. TOP PLATE EE DETAIL S12/SO.�R `�� .• (, �.• -i, a o c., cv I BELOW w/ (2)CS16 (TYP.) ' `�, 1...,..., CS18 @ BOTTOM OF STUD .• �� NS • O WHERE NOTED. SEE DETAIL A307 DIAMETER THREADED J I AT BOTTOM RIGHT OF PAGE. AT _ TOP PLATE SES DETAIL 12/50.�R = Nb. 7 4 1 Z M Cn p \ i Lp ^i SIMPSON HTT5 SEE DETAIL 15/S0.1 ' 'per:•••�T�T F•J••Q` l Of c .� .,<0 IDP • ��`� W M I - CV J � i SIMPSON OTT2Z SEE DETAIL 15/S0.1 ��ii/an�/Qt J < � I I Christopher PE#71461rin PE I SIMPSON LTT20B SEE DETAIL 15/S0.1 o_ j STRAP HEADER HUC210-2 -(2)CS18 P PLATE TO STUD: PER 8/S0.0 "' HANGER WALL STUD SCHEDULE REvi ONS DATE 2 CS18 N PLATE STUD SIZE S C156 0 ® 48" O.C. ( ) (2)2x12 LOCATION HEIGHT & SPACING ao I 1 U G�'�� EXTERIOR 9.-1. 2x4 SPF#2 O 16" D.C. - CANTILEVER BEAM j MAX ---------------�- -- ��_ EXTERIOR 10'-1 2x6 SPF;�2 ® 16" O.C. � PAST POST TO MAX 2x4 SPF#2 O 12" O.C. (2)CS18 SUPPORT TRUSS ABOVE EXTERIOR 10'-1 To 2x6 SPF#2 016" O.C. T 14'-0" (X INTERIOR 1 MAX" 2x4 SPF/#2 ® 16" O.C. 2 do2� TOP PLATE TO STUD: N INTERIOR 1 MAX" 2x4 SPF#2 0 12" D.C. FIE ALTERATION CONTRACT /OCG SDWC15600 48" O.C. sn,o N07M PONTIGOOR SHALL CONTACT LOU ASSOCIATES PRIOR TO O,�< 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING qNY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE INTENT OF THE ORIGINAL CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS.ANY ARCHITECTURAL REQUIREMENTS. FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN YELLOW PINE ADDITIONAL ENGINEERING OR INSPECTION FEES. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLSm Z �I COMBINED USE PANEL NOTES n 1. EXTERIOR WALL SHEATHING SHALL BE U CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST / n TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING 4< V J SPLICE LOCATIONS FOR MULTI STORY CONDITIONS LU r ' 2. SEE SHEET SO.0 FOR WALL SHEATHING 1Qii SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.0Uj Uj 4. INSTALL SOLE PLATE ANCHORS PER DETAIL U 3/S0.0 = . z GENERAL NOTES Q 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. z O SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. ry 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.0 Q 4. INSTALL SOLE PLATE ANCHORS PER DETAIL w 3/S0.0 O 5. AT SHEARWALLS, PROVIDE DIAPHRAGM Z ATTACHMENT PER DETAIL 5/SO.1 M� 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT W TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 S 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING L � AND HOLD DOWNS O O CS18 STRAPPING DETAIL U CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. ! WALL FRAMING w z 0� NO NAILS REQUIRED SECOND FLOOR IN CLEAR SPAN FLOOR TRUSSES OR JOIST. FLAMING 0 WALL FRAMING W PLAN CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. DO NOTLE DIMENS101, FROM THESE DRA INGS.IF A DIMENSION IS UNCLEAR REFER TO THE 1 ARCHITEc�TURAL DRAWINGS OR � CONTACT THE E.O.R. SECOND FLOOR FRAMING PLAN CAPT VA PLAN NAME - CLASSIC SCALE: 1/4" = 1'-0" DESIGN/bRAWN/CHECKED CS KM LAP DATE 05.16.17 SCALE S NOTED LPA No. TO L-17-00455 C�NTROL No. 5034 SHEET i OFFICE COPY _ .3 SHEET 8 OF 9 I SYMBOLS LEGEND fiTS16 DESIGNATES UPLIFT CONNECTION. II ERAW4G PLAN NOTES.- 1. F R TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. F R SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. F R GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0, 4. WEN USING (2)H2.5T CLIPS ON 1'/2" WADE LUMBER, PLACE CLIPS D AGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou ontigo and Assc ciates, Inc. RAFTER TAILS, < 8 2 TRUSS SEE DETAIL 8/S0.2 S0.2 S0.1 FASTENING DETAILS 420 sceolaAvenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax.241-9557 FL:CA# $344 SC:CA# 3579 rn F- � � Nnrrh Y q'rrri PORCH CEILING SHEATHING S,d AT BOTTOM CHORD OF �.• `�.� �S ••. O ' TRUSS SEE 2/S0.1. ��,•• M 12 V.2 = m : .�' * c S T OF ; N STU DIRECTLY ,y ,.,..RI�•P:G\��tk'�.r�'� 2 TOP PLATE TO �''��., NAL W TRUSS EN ��.�•�° S0.1 BEL SDWC15600 STUD SDWC15600 Christopher J Sabourin PE FL' PE#71461 GABLE END BRACE GEB D T�USS TIE DOWN WITH SIMPSON SDWC 11100- SEE 12/S0.2 REVISIONS DATE: Rafter to Top Plate shown Truss to Top Plate similar Optimal 221¢' i 2 10 ° SO.1 30' FIE ALTERATION 10 CONTRACTOR SHALL CONTACT LOU S0.1 STU DIRECTLY PONTIGO 4 ASSOCIATES PRIOR TO BEL W TRUSS MAKING ANY STRUCTURAL FIELD )¢"Max MODIFICA(IONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTER 14ATIONS MADE PRIOR TO SDWC15600 TOP PLATE TO BEING APPROVED BY LOU PONTIGO 8 ASSOCI,kTES MAY RESULT IN STUD SDWC15600 ADDITIOIJAL ENGINEERING OR IN PECTION FEES. Note: 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES SI PSON SDWC INSTALLATION RANGE 17— Z 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH, —12D TOENAILS & 1—SIMPSON SDWC15600 SCRE OTHIRWISE NOTED 4< w UJ C)W W1U w � Q STD NOT DIRECTL B LOW TRUSS Q SDWC15600 Note: Reference detail 2a for installation angle limit Ln Q W r _ SP IWC INSTALLATION Rafter to Top Plate shown Q (Truss to Top Plate similar) W 0 Z N1 m°x STUD NOT DIRECTL MM BELOW TRUSS W f ® Do not install SDWC in hatched area 0 i SDWC15600 Overhang 1 1/2" MIN 2" MAX 1 SDWC INSTALLATION RANGE ROOF TRUSS Rafter or Truss PLACEMENT J4'" minimum edge PLAN 1 distance for full values (with or Splice may be in upper or without a platelower plate splice) DO NOT SLE DIMENSIONS FROM ir 1THESE DRAM INGS.IF A DIMENSION IS UNCLAR REFER TO THE Y" from top plate + ARCHITE&URAL DRAWINGS OR splice Offset CO TACT THE E.O.R. • for full values STUD NOT DIRECTL ROOF TRUSS PLACEMENT PLAN BELOW TRUSS PLAN NAME SCALE: 1/4" = 1'-0" CAPT VA — CLASSIC DESIGN RAWN/CF ECKED CS KM LAP DATE SDWC AT TOP PLATE SPLICE 05.16.17 SCALE AS NOTED LPA No. TOLL-17-00455 CONTROL No. 5034 SHEET OFFICE COPY SIA SHE�T 9 O9 j 141 TO THE BEST OFW KIKIWlPD1,7 THE OE 1 OMM ON7HIS DAAWUIG COMKIES WITH THE APMtME WMIN N LDOG CODE III EFW AS OF DATE OF CEpTJFiCATION SEIOL May 25,2017 INSULATION AS SHEATHING 2:. SQUARE REQUIRED WATER-RESISTIVE .Q er BARRIER M ofg r STUD (2 LAYERS REQUIRED) " ~ .' 21-2JI 11 el 11-2HSTUD FLASHING O AS REQUIRED s CAP , • UAR 42" HIGH NAIL PER $' 96730 ' % RAIL] MANU SPECIFICATIONS S �e z `o CULTURED .._ c yob z STONE t T' _ _ _ LAP SIDING ovan G. r p « w T' o - _� `� Drummond, AIA 1; CONCRETE AR 96399 M ;r FIN. FLA. � 0. x- i *S UARE FOUNDATION Manuel Gonzalez, AIA cc J 1 I , „ Q AR 96730 2 O -0 2ND FIN. FLR. sang-Yub Lee, PE W �-- - ( � _-� SIDING 72328 _ W CL d- ,-_ _ � _ wW CO SQU E _ 111 11_811 111 ,� r �� 0 1 -6 N V i O 11-611 / �\ LU ri OD 0 0 11-1011 v STARTER o �- Ln Q F– _ 111 21-011 111 STRIP �— © ¢ 4-' 06 o3: O oo N �� Ij' (n N T O aj O CL Z co Ca Q © L a J 13 rn V Q 11- 11 OUTERMOST 11-0" OUTERMOST FLA�NG DETAIL I_ < L� U a SHAFT DRAM. FT DIA►M. _ _ 0 M u_ w V o- Q a 0 4+ 0 LU L!1 U CO __1 i ce o cn 1 M N AILBALCONY QVEREQ E ,� a ° w m Ln o Q 5.2.18 L 2 i 5.2.18 _ - 5.2,18 S Q E M- < �„ cn = o cv � � � J � � V 0 0 0 —I Q � _ ai U_ J Q ® Iyce ©- 11.311 10 11.311 1 21_OQ11 Y O m TYR Uj Q ® 4M 11.211 _ 1-1 n . w le a = - � o0co ' V - CLQ cLU 2nd F.F. Lij c� QLU w c�G 1M fV 32 SPACING TO REJECT Fri c+�) M A 4" SPHERE oD Q N _ I LUQLU t ' 27LL. LUf OLL 1111 11 11 C/ 6 10 1'-10"ice 9 ... � Z � �---♦ � to E H LU V C:)ate" � �` a CL Q LU U c r �..� o LU z U) 4 B CKC T D T L 6 �W;NDO�WM M V LU 3 T v 5.2.18 t =i-o .2:.18 _ .:5.2.18 = �° 5.2.18 GALE W U3 D p N � Q (w 5' /11 ( Uj i�1 w F' ROOF PER w O c+� °Q METAL FLASHING—, LASHING CONTRACT ® tu SIDING PER ELE1f TION SIDING PER ELEVATION , Quu = 2"x4"OUTRIGGER _ FLASHING FLASHINGLUCID cC SHINGLE a- w 2x8 2nd FIN.FLR. 10'2 SIDING p cu " n 1 X 2 CAP - 5.2.18 1x4 TRIM 2x4LU U) t} z Wit' C = n n nci v O VENTED SOFFIT TRUSS LAYOUT --�N'FLR_ 1/2 SHEATHINGLU LU .. BY ENGINEER '" M 1 4"X4"WOOD c c m Z 1X6 TRIMif FLOOR 1 X 2 CAP B POST " " , 1 • SYSTEM a SIDING PER 1 x 6 TRIM �1 x 6 TRIM 4x4 POST z p ELEVATION 1'-4" CAP ABOVE. s z 1 X BLOCKING 1 X BLOCKING -� INT, EXT, Q OVERHANG WALL PER m PLAN CAULK AS a _ NEED 2"X4" LU OSIDING PER ELEVATION A O � w ~` 6 En 8 io.i io.2CENIER ETLn LAui_ _ _ 9 4'-5" SCAE _ _ �21 1 M w c 2,18 - 5'-0" 5.2.18z '� �1. 5.2.18 � cn oV ,—� o b zPLAN VIEW zw � .Q W Z j 11_611 SEE 6/A5.2.18 W > 10,1 FOR TRIM DETAIL zi J SEE WDW. SCHEDULE all z O O 5.22.. A5.2.18 18 "TRIM 4x4" /-4"TRIM I PAST � LJJ Q Q Ci W f = ...... ........... ._... _.... .. ....... ...................... __... �. ...._ ..... ...... ....._... ............. ..... .........._. LLJ w a _ _ .._ _........ _ W DO .� c (� D nn .._ cn n H _ W LU 11 GABLE END W OW DET, o Posr o 4"TRIM 10 � _j -SCALE-- 5.2.18 i 2 -o 4 T ® e 5.2"18 i Uj O --� FRIAL NUMFR 1014.0 1b THE BEST OF NT THE L SOFTHE " 'SIN AS ATE OF WN. O SET MIRROR 3" FROM SET MIRROR 3" END OFF' BACK SPLASH MIRROR=VANITY -5"OFF INSIDE CORNER DRYER VENT (TYPICAL) OF - - .Q GAS PIPE (TYPICAL) ,� � ` , ©- FOR GAS DRYER ONLY .� el Gon 1'-2" g 5} O o COUNTERTOPS = cc Y c O a DRYER VENT (TYPICAL) R 9673 36" HIGH X W GAS PIPE (TYPICAL) 'A.. z u- (VANITY-5") MIRROR r CAS DRYER ONLY 4 OUTLET BOX ______ ' 1/4" MIRROR z CENTER SIDEWAYS DRYER VENT BOX- QED a .:. - ATTACH PER MFR. Z � IN BACKSPLASH %C 0 INSTRUCTIONS ovan G. Drummond, AIA F1/2" RECESS DRYER VENT BOX- AR 96399 Q - FOR MIRROR Manuel Gonzalez, AIA on 0 2X4 HALF WALLINSTRUCTIONSFR. AR 96730 1 J 2" MIRROR TRIM 0 P.T. SILL PLATE N P.T. SILL PLATE sang-Yub Lee, PE W (IF SLAB ON GRADE) r, /F (IF SLAB ON GRADE) 7232s Stu CABINET W S„ VANITY MIRROR INSTALLATION INSTRUCTIONS: o w 1. MI RROR TO BE GLUED TO WALL ANA SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL -2 o 20 a z 2. T BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: Ln "" Q ' 00 0 o C . (*IWR TRIM WILL BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP U ¢ U) M >, J cG OTE: BRACKETS REQUIRED IF o COUNTERTOPCANTILEVERSM THA 3. UPOJ INSTALLATION OF WOOD BOTTOM, OR REAR VENT LOCATIONS. > o O COUN E ORE N 10 TRIM, REMOVE REMOVABLE CLIPS ((VERIFY MIRROR IS GLUED W 0 IA •- N o o iU> BE F REMOVING ALL CLIPS) D IAGTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM E— _j Q cn u` W © 1 +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURERS SPECIFICATIONS. — _ o � U _ z o- o I W INT-1 KITCHEN HALF WALL DETAIL T_2 ATE TH MIRROR WOOD TRI i DETAIL INT-3 DRYER VENT BOX FOR DRYER ONLY U CL W u 2 r- o co Due cna "� D8 p _ (INT-1) SC L 1/2' = 1'-0" a o W 2 LA = 0 1/2" = 1'-0" (INT-3) E: _ 0D Q � ra.. cn SCALE: 1/2 - 1'-0" (INT-1) [)$ L o �r Q = d O N W TILE OR STONE ON 1/2 COMPARE ..� +�- V n jE i°c HAR BACKER BOARD MANUFACTURER'S J -� � c o °C o OVER 4" PLYWOOD DIM OF TUB & `� iO `t � TOLL APPROVED TILE BACKER (REFER ON EXT. PUMP LOCATION Q � N a o � TO CONTRACT SPECIFICATIONS) 7 WALL TILE o REFER TO FLOOR PLAN, VARIES - SEE PLANS Uj 2X BLOCKING BETWEEN VARIES BY MODEL a 1 ROW OF TILE STUDS (3 WALLS) zt arip 2X4@16" O.C. CD _! VINYL LINER (3 WALLS) EXTENDED 5" CORNER SHED LU z o UP WALLS (1) CERAMIC CORNER v; SHELF AT 48" A.F.F. 2X4 LEDGERLU tn W , '°c 100% SILICONE SEALANT BETWEEN , as FLOOR TILE _ ! TILE BACKER AND WET-BED o :� qT x DROP IN TUB x E °C 2" SHOWER DRAIN LL: "' m 0 JFLOOR TILE 2-2X4 THRESHOLDuw- " 'i + o 2X4 CRIPPLES = FLOODSTOP I � OR : : _ � LU W a O o TILE AT DOOR a .-, 2X4 70 BE P.T. SUPPORT UNDER THRESHOLD WH IN CONTACT TUB AS REQ. BY < Q WALL TILE � a q' ADJUSTABLE r'- W/ MANUFACTURER'S. ' o GAUGE COAT WETBED �., Z ' oC SHOWER DRAIN E LU; a F LINER SET IN SEALANT @ nLUCL 2 SHOWER DRAIN FLANGE OVER ROOFING FELT FR-33LU OP IN TUB DETAIL SOLE: 3/4 - 1 -0 (FR-33) NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE D SIiAPE VAIRES BY MODEL AS �T �. zcn USED IN LIEU OF CERAMIC WHEN MARBLE/ LL S NG ACCESORIES. TO ELEVATION 0° ' 10ARBLE TILE OPTIONS ARE SELECTED. ARCH L 3� TNS BY �L. LUoo =3W SHOW R & CURB ON FRAMrIN ��G01��1tL INT-4 E D FLOO " . T'AI DARD SHOWER SHELF LOCATION END POST TIED INTO FLOOR �' �� W " ' m D8 SCALE: 3/4.. _ 1T_0�� (INT-4) cK - STC/ 1/2" = 1'-0" (INT-5) JOIST BELOW EXTEND TO F Ui o (Dz, BOTTOM OF FLOOR JOISTS. '�k'` .., c� En END POST TO PENETRATE 4 z SUBFLOQR. cj LU LU LU FACE NAIL END POST TO ' Lo ao a- z BLOCKING. o < C) z cri 0 2x BLOCKING BETWEEN L q J Q FLOOR TRUSS AGAINST Uj cc u, z END POST. W © SUB FLOOR.ce ' 03 W 1� O /�� i \� /�� /moi /moi Ai in\ En ..© zXZ cL z ►y Qy / / / '�' i�yy ice' ��\ i / / �'/ '�ice'/ Ln u-a / v LU > FLOOR TRUSS. / ; cd W $ (D U_ z O a O cn Q Z BE ca W E� Uj 'too � C:k <c LU cn WUj z Uj o FR-34 .. WALL TIE-IN DETAILLU LU _j08 U_ D8 � z P.T.S. (FR-34) T SERIAL NUMBER 1014.1 TO THE BEST OF W KNOWLEDGE,THE DESGN DWIED ONUS DRAWING CDMFLES WITH THE APPUCABIE MBBNIBI BIlaD�IG OWE IN EFFEf:TAS OF DATE OF CER MTNIII BEIAW,' a May 25,2017 L OF rr Ic -A ]I? rr IIV.A O CL co AR 9673 . Z 4►- °•� •--+ o D Z a Ovan G. Drummond, AIA Z � o M w AR 96399 Uj Manuel Gonzalez, AIA 0 AR 96730 w Sang-Yub Lee, PE o A R VInATION LIST PAUDS LEGEND SQUARE F TA NOTES LIST OP DRAWINGS 72328 LU CLASSIC ELEVATION Ll.l o o� W AbbreV. Description rev. Description AbbreV. Description _ # _ DETAIL# AREA CALCULATIONS S.F. Ci COVER SHEET - Index of Drawings � � I o G oDRAWING w # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD --- DWARG # --- # 2828 GN1 GENE. RTES ...,. © ,- a� 06 FIRST FLOOR z o �_- & AND FRT. FRONT PWD. POWDER - z W DETAIL CALL696 F U N DATION PLAN �,} Q o o = EQUAL FT. FEET PLW. PLYWOOD _ _ SECOND FLOOR J w - # ( I TAIL# A1.18 SLAB LAYOUT (-j,� � �, > 00 o a c @ AT FTG. FOOTING _ ___ A OF MASONRY R RISER 1G # \ I AWING# TOTAL IVI ► EA 4 A1.N FOUNI?ATION PLAN, NOTES, SCHEDULES, &DETAILS � � � p � o c8 A/C AIR CONDITIONING F.O.M. FACE --- --- L _ o ABV. ABOVE RA RETURN AIR F 0 R PLAN = = z u- AD]. ADJUSTABLE GAL GALLON RAD. RADIUS CEILING HEIGHT CHANGE °- 208 A2.18 FIRST FLOOR PLAN _j ¢ ° o Q a A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR COVERED ENTRY c o A3.18 SECOND FLOOR PLAN o 0 w _ L a M _ � � Ecom C4 z A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING COVERED LANAI 8 A3N FLOOR PLAN NOTES, SCHEDULES, & DETAILS < � E L C�CENTER LINE SPANISH TILE m GROUND FAULT --1 • 0 ¢ "U R AHU AIR HANDLING UNIT GFI RM. ROOM LEVATION MARKER SHAKE SIDING 58 'Q - �„ E N INTERRUPTER GARAGE(s) ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING ,LAB RECESS SIDING E ER OR FRONT &I NS �� 10 A5.18 FRONT &SIDE ELEVATIONS � Q w ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED BALCONY wi � R &SH ROD &SHELF ] FRAME BEARING MALL BRICK - 145.1.18 REAR &SIDE ELEVATION, & ROOF SLOPE PLAN O o CA UJ � a B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL INTERIOR WALL A5.2.18 EXTERIOR ELEVATION DETAILS _ z Q BD. BOARD HB HOSE BIBB [� STUCCO FINISH 4'7 ~ A NOS-BEARING) TOTAL BUILDING SECTIONS r o B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF/ SQ. FT. SQUARE FEET a o w BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE ® CMU MASONRY WALL EARTH EARTH ►7.18 BUILD P SECTIONS j CID BR. BRICK HORIZ. HORIZONTAL SHT. SHEET W v GABLE END WALL INSULATION DIFFUSER LAYOUT ' BKFST. BREAKFAST SH. SHELF � 18 FIRST FLOOR DIFFUSER LAYOUT , o INSUL INSULATION SHWR. SHOWER FRAMED KNE,EWALL - - DECORATIVE STONE ' CALC. CALCULATIONS INT. INTERIOR '- SL. SLIDER LU M248 SECOND FLOOR DIFUSSER LAYOUT W , I I C.J. CONTROL JOINT I.L.O. IN LIEU OF SP CS SPECIFICATIONS DROPPED SOFFIT PRE-CAST LINTEL/ HEADER r. (29 L L3 Ic z o CL CENTER LINE YOUT LU S.P.F. SPRUCE PINE FIR EL C AL LA Uj ` ACE SPK. PT. SPRING POINT - - � ,� CLG CEILING KS KNEE SPCRITERIA p p 3,. 8-- FIRST FLOOR ELECTRICAL LAYOUT ' LUIM DES C R ITE R IA E2 �.$ SECOND FLOOR ELECTRICAL LAYOUT � _ , CMU CONCRETE MASONRY UNIT STD. STANDARD �-- ' W C.O. CLEAN OUT L LONG STL. STEEL COL. COLUMN LAV LAVATORY 5TOR>.,, STORAGE TWO STORY: FIRST F - FRAME SINGLE FAMILY RESIDENCE:- GROUP R3 D RD NOTE DETAIL ' ,J o I LU J COMP. COMPRESSOR LDRY LAUNDRY V - D3 STANDARD NOTES & DETAILS �- Q - SECOND FLS - FRAME BUILDING TYPE: LU o CONC. CONCRETE LIN LINEN T TOP _ r 7 STANDARD NOTES & DETAILS ME LU Q `"- cn CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE & GROOVE RISS CATEGORY: II D8 STANDARD NOTES & DETAILS � o TEMP. TEMPERED I N ON F D!A BUILDING CODE WIND DESIGN BASED ON: 0 RE DB. DOOR BELL M.B. MASTER BATH THK. THICK ASCE -10 HOUSE ELEVATION ABBREVIATIONS � � � � a A MAX MAXIMUM T.O. TOP OF 5T14 EDITION (2014) o ,x DBL. DOUBLE _..__ � � ., ; a. � , 4 M.C. MEDICINE CABINET T.0.6.B. TOP OF BOND BEAM = U w p DR. &SH. DOUBLE ROD & SHELF EDITION ( 14) RESIDENTIAL ULTIMATE DESIGN WIND SPEED 130 MPH A BR. FULL NAME ELEV. CODE o Q _ DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD MAN. MANOR 03 F.U. TIOI 17&14 ! ! ►NICAL (SINAL DESIGN WIND SPED -� _ n � � � DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM ( ) 101 �4hN'I WIL. WILLIAMSBURG 07 ? DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL _ TION (;, ) PLUMBING ENSURE: B PRO. PROVINCIAL 08 La.J Zhu cc 3:.- DIM. DIMENSION MIRR. MIRROR CHA, CHATEAU 09 4 N w o p DN DOWN ILDG. MOLDING UC UNDER COUNTER x-.18/-.1S VIE. VER, VERSAILLES 10 (,,,,) M UNLESS NOTED AT : N SURE COEF.: CLA. _. CLASSIC 18 '"'♦ "' N a DR. DOOR M.P.H. MILES PER HOUR U.N.O. D. MEDITERRANEAN 19 ~ Ln 0 o o ( + ,,., oTHERWI ECTION ( 1 ) FI, L GAS FOR WINDOWS/DOORS, SEE FLOOR ;,; w DS. DOWNSPOUT MT METAL THRESHOLD X m. T TRADITIONAL 20 fn CA Km FOR ACTUAL P ESSU m D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER F.R.C. EDITION I (2 1 ) ACCESSIBILITY C COUNTRY MANOR 21 0 Z o DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL ELECTRIC 2011 (NFPA 70) Fes► RULES & REGULATIONS HE4. HERITAGE 22 �--- ,�,, = DWG. DRAWING V.T.R. VENT THROUGH ROOF CMN. CIMMARON 28 LU � o cn O.A. OVERALL .F .A►. 1012014 SCE 7-10: M IIMUM DESIGN LOADS MSN. MISSION 30 0 cn o E EGRESS O.C. ON CENTER W WIDE THIS DRAW1NG ARID DESIGN I VALID FOR 12 LITHS AFTER TWE DATE IT IS SIGNED cFT. CRAFTSMAN 31 E.E. EACH END O.H. OVERHEAD W/ WITH AND SEALED R SIMILE CURRf�IT CODE IS V ,ID �cL. SPANISH COLONIAL 32 Cf1 >_ o E.W. EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET BOR. BORDEAUX 33 C=) UJ o EL. ELEVATION OPNG. OPENING WD. WOOD BRO BROUGHAM 39 ke ELEC. ELECTRICAL OSB ORIENTED STRAND BO . o 'REN. RENAISSANCE 40 ARD WDWWINDOW ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET VIE. VIENNA 41 ; ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI ITUS. TUSCAN 44 W o POUNDS PER SQUARE ac 'cn EQUIP EQUIPMENT P.S.F. W.W.M. WELDED WIRE MESPOUNDS ICLS. CALAIS 46 zFOOT i ITV. ITALIAN VILLA 58 - o � E w EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC IRB. BC. PALM BEACH 80 U o FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER CARIBBEAN 81 L.n 6 � FLR. FLOOR P.R. POWDER ROOM ST, COASTAL 82__+ M Z o w FND. FOUNDATION P.T. PRESSURE TREATED ~ UjFE2 IL z Z w � C, z zo ¢ Uj z a 4 w4 '" � 1 wzQ W Uj w Q � jW U) ct3 w j W , ' oC (p U-1 eUJ J � LU Cc 0Uj v ozm z o E --I SERIAL NUMBED 8 1014.0 at=- o .. TO THE BEST OF M(KNOWIEDGE,7NE D6[p1 DEPICIEO ON 7 DMWONi COMASES WITH THE AMXAM NOBINNI BI UW* 0 D DI EFFECT AS OF DATE 0FaRTVTCATI N BELOW. fl- GENERAL DOTES DOORS&WINDOWS PLUMBING NOTES v 1. IT IS THE SUBCONTRACT SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN RESIDENTIAL AND SEQUENCE TO IkQW THR SAFETY OF THE BUILDING AND ITS COMPONENT PARTS HEIGHT&5.7 SQ. FT.. IN AREA.THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44"OFF THE ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26"ABOVE OF FI FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54"A.F.F. O DURING ERECTION. T1M6 INCLUDES, BUT IS NOT UMITED TO,TME ADDITION OF GRADE. " a tQ WINDOWS GREATER THAN 72"ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL BHT c WHATEVER TEMPORAIN MhACING,GUYS OR 1 IE-DOWNS MAY BE NECESSARY. GREATER THAN 24"OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER 11616.2. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, `; � Ganz a THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEU THE SILL. EQUIPMENT, ETC. WINDOWS INDICATED WITH ((E)) OR(EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. SHOWER HEAD CODE W/RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE T-4" SLIDING GLASS DOORS ALL GLAZING AT TUB AND HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" `, g 7 $' ALL GLASS WITHIN 24 INCHES OF ANY DOOR, , t SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE t , GENERAL NOTES C' SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FOC 2411.1.2 STRUCTURAL DESIGN CIERIA TEMPERED SAFETY GLASSALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND z U_ SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. D SRO o p LIVE LOADS: ROOF 20 PSF:(REDUCIBLE) SOLID WOOD DOORS NOT LESS THAN 1 e INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE z Z RESIDEEE AL FLOOR, UNLESSOTHERWISE INDICATED 40 PSF STEEL DOORS NOT LESS THAN 1 INCHES(35 MM)THICK, OR 20 MINUTE FARE-RATED DOORS. NOTIFIED SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE 40 PSF< BALC F�XS 40 PSF WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOW OR DOOR SIZES, PRESSURE NOTIFIED OF ANY DEVIATION FROM THE PIANS PRIOR TO CONSTRUCTION. Ovan G. Drummond, AIA z STAARS TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2 TAPCON SCREWS, 6 DRAWINGS SHALL NOT BE SCALED. AR 96399 w ATTIC UT STORAGE 10 PSF FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO P1 STUD W/ Manuel Gonzalez, AIA ATTIC 20 PSF (2)ROWS OF lOd NILS AT 10"C/C. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. HAdNTA ATMS 30 PSF SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). AR 96730 SLEEP 30 PSF WIND BORNE DEBRIS REGION Sang 723Yub Lee, PE O� d EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE 72328 O CONCRE �S OTHERWISE INDICATED 3000 P¢I SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE W ~ S�REONGTH OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE(NOA). THE NOA SHALL DEFINE THE W p @ 28 DAYS MINIMUM REQUIRE14ENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BE1 EN THE O 0% Ww WE REINFORCING: WELDED WIRE FABRIC SHAL CONFORM TO ASTM A185 APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQ NT SHALL � w o rn i FE cc�� PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. _j rq 00 LU O ALL RE ING BOARS ASTMA1615-60 60,000 PSI C7 FLn - 10 w ALL AND TIES ASTM A615-60 60,000 PSI GYPSUM WALLBOARD ¢ 4= ao POLY ENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8"TYPE"X" GYP. BOARD ON ALL r � Z `'' U) N >1 Q z FIBERS PER CUBIC YARD U `� �^ ON E c GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE �.�., O CONCRETE ASTM C -01, STANDARD WEIGHT UNITS fm=1500 PSI MORTARTYPE"S" 18 00 PSI RESWENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2"GYP. BOARD APPLIED TO THE E SIDE. u„ = MASONRY CQItIC GEROIAT 3000 PSI ONTINIJOii MASONRY INSEPECTION IS REQU' O L,"',,, L cw �' E O O UNITS: D CTIN�I HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8'ABOVE FINISWD FLOOR. I- � J u_ U E STRUCTURAL ALL STR1i10TURAL AND MISC LLANEOUS STEEL A36 36 000 PSI, U.N.O SHOP AND FIELD — ( L U. _ t� STEEL: Wi S: E 1XN)EL TE4�fJDE ALL ALTS GST IN COR5FE: ASTM A36 OR ASTM A-307 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY r _ Z � z SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2"INCH GYPSUM BOARD. cz Q �' o c 46 WOOD BENS IIpAFT MST P TES: U.N.O. NO. 2 SOUTHERN YELLOW PINE(19% M.C.) U 00 co FRAMING: G1 O v V z R : PI: WO C-CJ -D, EXTERIOR, or OSB w _j L o et F : T&G A- GROUP 1 AM RATED (48/24) GLASS BLOCK � O oo ~ LU : PLYWOOD C-C/C-D, EXTERIOR OR OSB MORTAiR'TO HAVE COMPRESSIVE STRENGTH: TYPE S- 1800 psi AT 20 DAYS < — cn E EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. _ ¢ o W O A 1: Fb = 290 PSI (2.OE) B� U U j ---^ GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. -' LU PARALLA 2.0E 61.N.O. ¢ � WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: BUILDING IDENTIFICATION 0 p N a _ TINGOP CNM DFD LOAD: 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONN SUCH p TRUSSES: TOP CbiB LIVE LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4"TALL AND 1/2"TRICK AND C TINNTRASTTHE U_ TO'TAOM ORD DEAD LOAD: 410 PSF 11P0 PSF 50 PSSFF THEIR BACKGROUND. STUCCO LU WIND UPLIFT RESISTAAICE: 10 PSF 10 PSF ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO v a SEE D FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL LU 4P UPLIf1152ORT111EXCBEIDINGACTUALDEAOLOAD.ECI�D CODES, DEDUCTING A 14AXIMM14 OF 5 P.S.F. DEAD PLYWOOD PANELS. LO�MD, - CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. e , QLULU WOOD FLOOR DESIGN WADS: LU W TRUSSES: DEAD LOO: 20 PSF OUTDOOR KITCHENS Z ALL CONSTRUCTION WITHIN 24"OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. LIVE L 40 PSF , CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE LU o TOTAL: 60 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS AI TTING EXTERIOR 4 GRILLS OR COOKTOPS, Uj FOUNDATION/SITE P p!ARATION: ANCHORAGE INTAL AND WIRE LATH: m > 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. O 1.FOOTINGS WERE DESI FOR AN ALLOW SOIL REARING PRESSURE OF 2,500 PSF, 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL u p = FOOTING EXCAVATIONS ASID SAAB SURGiiADE SHALL RE COMPACTED TO A DRY DENSITY BE PLACED NOT MORE THAN 6 INCHES APART,AND SIDE LAPS SHALL BE SECURED TO SUiP1PWTS AND BE ` 0 CM OF AT LEAST 98%OF TW"WM#WD PROCTOR MAXIMUM DW DENSITY, DETERMINED IN TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. t ACCORDANCE WITH AS104-1557.TREAT ALL OIL FOR TEiMMITE PROTECTION. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT U ; Q 0 Q (D Q °C «+ 2.THE OWNER SHALL RETAIN,TddE SERVICES OF N INDEPENDENT GEOTECHNICAL ENGINEER OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LAST A RICH AND Z Z P LU O BENT OVER TO ENGAGE NOT S THAN E STRANDS OF LATH. METAL AND 1 RE LAd9 M SHALL BE r� L 23-O TO VERIFY SUCCESSFUL NOF SITE REPAEiAN EFFORTS. LOCATIONS ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUAt.ENT OF N0. LU FAILING TO MEET TME MMiCAI ENGINEER'S E!#NTS SHALL BE RECOMPACTED 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1Y2"INCHES LONG HAVING A MEAD NOT LESS THAN " s O R /INCH IN DIAMETER. W RQ V AND RETESTED AT Ti4E R'S EXfEN5 E,AND AS DIRECTED BY THE ENGINEER. Fog) 3. WRITTEN CERTIFICATION VAT TAIE MINIMUM DESIGN REARING CAPACITY,AND THAT THE MIRRORS Q � COMPACTION REQU . HAW BEN MET RE MADE BY THE GEOTECH. ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. >.- L 00z ao 1P LU H.V.A.C. NOTES p THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE z W O TERMITE SKCIFICATIOJ1ieC: NECRANICAL,RESIDENTIAL,AND ENERGY CONSERVATION = 90w Li 3: Ujw SECTION 11318 PROTEC T AGAINST TERM TES MOUNT ALL THERMOSTATS AT+4'-0"ABOVE FLOOR. Y W c� O = ,, TERMITE PROTE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED J �.^. EQUIPMENT SHALLJr�5ECURELY FASTENED IN PLACE PESTICIDE AND RESTI IDES TO WOOD,OR OTHER APPROVED METHODS ALL INTERIOR&EXTERIOR MOUNTED H.V.A.C. EQUI ,.., cn } WMERE SHOWN ON THE DRAWINGS AS REQUIRED BY LOCAL BUILDING CODES.THE H.V.A.C. vi o `= 4 CO OF TEEAMTT PRO D FOR USE A PANT TREATMENT TO NEW CONSTRUCTION (SEE CONTRACTOR SHALL PROVIDE SHOP DRAi�S OF AaMF THE ABOVE FOR APPROVAL. fi aG z SECTION 2 ITICIDE). PON COI PLfTION OF THE APPLICATION OF THE TERMITE z 0 %14PROTECTIVE ►Ci TIFRCATE 0 COMPLIA►O SHALL BE ISSUED TO THE BUILING ELECTRICAL NOTESCD O DEPARTMENT BY F REST CONTI OL COMPANY T1AAT CONTAINS THE FOLLOWING STATEMENT: THE DWGS.ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. ELU v '"THE BUILDING HAS A COMPLETE TREATMENT POR T44E PREVENTION OF SUET AI*IEAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECTS ATTENTION PRIOR pTERMITES. SEA FNM ACCORDANCE WITH RULES AND LAWS ESTABLISWED BY THE RDRIDA TO THE CQWWMW OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. LU LU cn ZO DEPATMERIR'OF AND CQNSU SAIRIS•64 LU " ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL e iE NOTE: ELECTRICAL. CODE A ALL CODES, REGULATIONS&RESTRICTIONS HAVING JURISDICTIONS. LU E 1) METHOD OF TRp NT SHALL BE PROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15&20 AMP OUTLETS INSTALLED co z OR BSA-CAME METHODS MUST ME DETERMINED AT PERMIT STAGE AND PRODUCT OUTDO,IN BATHROOMS,&GARAGES SHALL HAVE GFI CIRCUIT BRIERS OR RECE CLES. j AP AL DKA BE ON FRE W `H THE BLI"IMG BEPARTMO(T. n SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED 110 VOLT TYPE TO PRESSURE LUMIER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTRUTED ( )) E z O 2) NON-SWI"f'CHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SMALL NOT BE CONNECTED TO � W z POR'TWNS :AWRAEQUIRED 0 BE TO PR NT INSECT ATION. THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED W/VISIBLE"POWER ON INDICATOR"ARID A TEST BUTTON WITH cWC '`� � EAPTION�. 9�IATE APPLIED TO LL FRA�PAE 116 WITHIN 24"A.F.F. �* BE z0 BATTERY.BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ow `cn ALL ELECTRICAL SWITCHES SHALL BE 480 A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" En O FROM EDGE OF OPENINGS.ED M O g ALL WALL RECEPTACLES SHALL BE 12"A.F.F. UNLESS OTHERWISE NOTED. ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 LU C�. CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND pu� W Q SHALL LOCATE METER ARID PANEL A5 REQUIRED. C[ e VERIFY All CONDUCTORS AND BREAKERS W/EQUIPMENT MANUFACTURER SPECIFICATIONS. z 0 ALL EXTERIOR OUTLETS ARE TO BE A MIN94UM OF 30"A,F.F. cn C> IN EVERY KITCHEN, FAMILY ROOM DINING ROOM, LIVING ROOM, PARLOR LIBRARY, DEN SUNROOM, BEDROOM, RECREATION ROOM B�►THROOM, GARAGE, BASEMENT, LAUNIY AND @UTDO1 AREA,ALL z Q 125-VOLT, 15-AND 20-AM1W RECEPTACLES SHALL BE`LISTED TAMPERR RESISTANT A\CLES. c[ O TI4ERE ARE NO EXCEPTIONS. LU z � 2: 49 © z LU LLI z `'j L c-Do W LU QW � W : gym ILU o = � LU M•- _ z c � �U W � wV z o o SERIAL NUMBER 1014.1 TO THE SW OF W MMAED(W THE DEM DMM WM DRAVIING O"LUS WITH THE AFFUCAO 1491111111.111 NUM CODE IN EREaA5 OF DATE OF allMMN 60W,1 a May 25,2017 O B OF F CL A7.18 " W m k a 11on x g 89 -011 �K y�y 9673 19 f �8 1_011 71_011 �w Q I 11 1 5 _0 21-011 z 4 I " . Q (0 Ovan G. Drummond, AIA X_ jE39'-911 ( GAS LINE TO AR 96399 W TANKLESS W.H. Manuel Gonzalez, AIA ' l AR 96730 C) J Sang-Yub Lee, PE U_ O T HB I I 72328 ___________________________________ ----- J ______J L___ J L__ J L______ J L_ C Q I I I I I l o I E-- �------ - -- I o 0 Q I I I I 1 I I ri _ I I I z I 1 , I I _� , , I 4" PLUMBING tt , N (Y o rn CA W ; `r� 1_ E; o WALL, U.N.O. - WALL MBING c _j o a00 Q S 2 J I , _ 9 1 I I �Typ) ch � � 0 �- � LA Q Q 7177 I t0 n n n L Q - QQ Z I II QQ II I I 1-® I I II ) II ------------- LU II II Z (=3io 3 w (� Nd- >1351-0 I , ------ ---- _ ______J I L_____ _j I t/� Co CL n Ii I - T ---_- --�_—i I - i i = ----_� r - U Q tN 0 -- -- --- o WC_----- r--------L, I I I I - I i ��: I I I I I I n = if _ I I I \ I L---- - ----- L------J I I I -t T L u- _ - O 12 -0 I I I ` / f l 1 n 1 1 I I I ,� Ln i = Z a .0 I , 1 I i r--=--- --=-- -=-----I 1 1 ,-1 _1 N F_ M 4 t - -iF—0 1 1 1 I 1 I I 1 1 ' 1 "7 I I i U ,--I a' < O O Q � U � 1_ n 11 ,F En I I I I i 11 '"'' , , I - _j v*j W 'D C L_ U Z 32 8 n 2 13'-9" ; ; 1 -0 1'-2' ; ; 6'-11" ; ;3'-11" N r Illf:� C CO [� _ L IO LU (/) I j I 1 I t i t I I _! L 1 I ' I I I N .-s 1 -L ' O V © I I M , ----J I I r SLOPE PAVERS a� _ V) o C) I I I I Li f ---- (n I I I 1 I I I I CL U � >- z L-------- I I61.9 9-111 _ I , 1/8 PER FOOT _j r• _ --------------ll I II I Q I I i o N LU U_ _J I I I I I r-] C r--- I -- , I n I i 1 �� I r -� 1 I ------- 1 1 - - ---- 1 N H I ---------------- I -------� ( L_J I I I � I i i _ � i i ill I I � ) LJ -------- ----T L______________________________________ I _ ______-_-- �� 0 Q J I I I I II �� O I I I I I I I I V rA I I I IL A V) b S A7.18 - - - - - ,_1 ,1 - - - - - - - o - - - A7.18 , z PAVERS ON ; a I I = STEMWALLLU I J I N N \ _ t _ o F-I o LIJ LU -------- En cc ¢ d' �' PAVERS ON - ---______ _-_ I cV STEMWALL 0'-0" '_'_'_' _ FINISHED FLOOt i I `�' �" "� m a a 0 ^' NOTE: IYP. I Q (-- O " I I I IJ6" LUU_ N FIN. FLOOR TO BE 18MIN. i i i o C� � V Z ABOME CROWN OF RAW. 11 I ' ; 11 �, 11 M ,1 '-'' � U j � 0 43 2 I 8 10 r, 211-611 O U N CD ^� 0 cL LUbo V W N ---� N ( I I I I I LU I II If I �� Uj I I I I I Q ' II II I z © Z SLOPE PAVERS @ ; L __ _J L-- -1 d- -- ------------------J ' _, 1/8" PER FOOT - Uj - - � N ee�� aw/1 t; i N .� CG 1 11 O J Q � IW a —— — — — — c) Ir I I 1"'_ t LJJ O l 11 /UJ — �I rs I1 *� I� I Wj , Vr p N 6 PLUMBING L—JIL_ ------- ------ °C ' - M '0 ' MALL � — — — — — — — —I— — — � , ---- �------�I = SLOPE SLAB @_ o o Q I I -----� 0 / " 1 1 8 PER FOOT LLQ _ I _ - -- PROVIDE ELECTRICAL = 6" PLUMBING I �' ; i I o ' ' � ."�' _ CR IS I WALL � ' �' ; ;' '\, '-' 00LU LLJ LU 16 _00 1 bi c:> _ TYP. Z W - T ---1 I I 1 o I G M C� co Me Q ! O 1 ----------- - --- ------ L-------- r------7 r ------------- --------------- - --- -- --------------- -- II ------ �V r----- _ Q G!7 Q Q z Y z PROVIDE GAS GAS LINE TO I GAS LINE TO WATER W R HB T I CA ac LINE FOR COIOKTOP DRYER SOFTENER LOOP oc FUTURE GRILL I B Uj z 1 i 16 X48 x4" CONC. PAD a I A7.18 " 3 . E GRADE © w 11.611 91-611 24'-0" �, t II o Ln ,,, 41-011 11 -011741-0111 zA �LU 891.011 zUj 0 An CA- � � Q LU '. 0 > W : sZ 't 00 qj 0 zap Ujp o 3 m FOUNDATION PLANas ,o Uj o „f: 1/4" = 1'-0" cLAssic FEADDITIONAL NUTES SCHEDULES 8 DETAILSLU UJ0 % Uj U 0E FID ON THE A1.N SHEET. < 0 1 1 1 �b I I SERIAL NUMBER 1014.0 mtxeegroFxraawocE,nieoo x i Ro"'I")UNDATION NOTES O T oenwu�c coxvu�wm+n+e�tu�xmm�xf mumcoop w aeras aF oah unai eaoMc, May 25,2017 1, SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS OF 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO � - � o POURING OR RECESSING DOOR SILLS a EXTERIOR SLABS SHALL SLOPE 1/8" R FOOT �°°.. 3' AWAY FROM HOUSE } Q 4. PROVIDE 8"X 11/2" RECESS AT SLAB ; PERIMETER (TYP., U.N.O.) ', R 9673 , JALL FOOTINGS SHALL BE MINIMUM OF 12" 5. OW GRADE 1= 190ICATES DOOR OPENINGED ASkrl 0 z , Ovan G. Drummond, AIA AR 96399 ui Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE O 72328 w 0 W Ott w O 01 W Lu Q O CA aj -jO 0 Ln 00 - Z LLI H O aFE U SO10N J M OO w u- V U o � --- a, =0. Z 0 C) .= U b t u w14 C O m W D ¢ E 0 W c _ p N � mi �; U) W wi QiE l0 cmcN o- 0 W U- J H Q O LL- cU eWin G Z aR ' Z t0i �"'�"� ( ' LU L3 LU z LU O t- Ln - LLjLU C W 00 -10:3 � � LU LU o ® © U (f1 LU 3L. CL 0 U CL Woo F E L w , c E o � U 01 N`t' W s r\ o ' w FRONT WALL OF w C> o W (n >- PROVIDE 11/2" D x V W o o � U— °° RECESS AT, GARAGE z z W.W.M. PLACED IN UPPER �*— LU ~-' O 1/1'OF SLAB OR FtBERMESH tZ � � PROVIDE 4 1/2" D X i" W Z IN SLAB REI!VF. PER PLAN o z SLAB RECESS 1 1/ LU cn �u o z 7 1/ 0- 1/8" (MIN.) SAWCUT x 1/4 OFre- JZ w BRICK PAVERS GAR. w SLAB THICKNESS SEE m � z FIS. FLR. � GARAGE FOUNDATION PLAN FOR LOCATION Q o " WO DOOR Q I 0 SLAB a - RECESS _ z _ WALL PER I I II ( I LU 0 w z ( _ PLAN 5 a �""'' W I v• �, � � � W O Q U W SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 � C] c� to LU F TO 12 HOURS AFT CONCRETE HAS BEEN FINISHED, �cid z to LU U- � AS CONCRETE ALLOWS WITHOW RAVELING 'C!) j w iE � J z PLAN VIEW CL. aGAR. DOOR 1 SAW CUT DETAIL LU.Rom 2SECTION U z w z a © SCALE: 3/4" '-0" SCALE: 3/8" = 1'-0ui " _ Uj z LU �O LU o CD WLU Uj , Q QQO = LU u � w SIO Uj n ' uiVL EJB L,L.. C!3 a8OOR0 Jz � -- FRA . NUMBER 1014.0 TO THE BEST OF MT KWMEDGE,7xE DEM DEPIM ON M DRAWING COMMffS MRM T14E APMIG&E KMN MW= GSE M ff TAS OF DATE OF CEMI6•iCATIOx BMW VB May 25,2017 A7.18 Uj LU N 821_011 el Gori. 82 -011Nv 71.0.1 261-711 61-511 151-3" PC 51-4" 6'-11" le 6'-8" 5'-01' 2'-011 e , 14 `, 30 Z ` ' - � D A 0 GAS TANKLESS I ( I ( I FLAT SOFFIT, oSEE (n MASTER I I W/H I I ELEVATIONS Ovan G. Drummond, AIA x BATF O D LINE OF D FOR DETAILS STONE, TYP. AR 96399 c4'r� ° 0 10'-0"' CLG, O I 2ND Ft00R lO I I OA I© I E I C Manuel Gonzalez, AIA HB O O I .. ........................................ ........................................................................................................................................................................ .......... ............. .... AR 9 7 ................ ............................................................................................................................................. .......................... 6 30 .. . ................ ................................ _...... ................ ....... _ ........ ..............................................::..:�.:..::>:; — — I -�_� � o Sang-Yub Lee, PE o DR & SH ® LqE AT I I , — — _ — — — — I I I * I 72328 BATH a o 10'-0" CLG. LLI vW " m MASTER I q 9'_11 _ '_ d- 361' HI �r I I o rn Ln 1 �►, o rn o - i BEDROOM I W.I.C. 1 I I BEDROOM 2 CONTINUOUSHlI I �, ~ 0 o 10 0 TO 10 -8 I 1 11 140 ED CLASS I aid 11 %COFFERED CLG. ENCLOSURE - -u� I I! �� 1 10 -0 CLG. r, 10-0 CLG. a�! H N I I � p Q }, z n 10 8 I 8 I R o z 0 0 H HALF 0 o rn R&SH o I I ¢ cra m e Jl M 611 I I = 1 -# – –– 611 M I I = _ �"� > 00 ^ a o o 0 1 141-6" 1 _"' 61-0" 3'-811 I 10'-0" 81-7n 31-6n _.. _ . _ _ 11 14'-10" 12' 1" — - I I `; O° o ,`; •� N � E W E: I 1 _ 1 1Ln - 5 - 5i e}, I i � r I co 1 1 — ¢_ U, i . f _ - o I O M 9 �"' FRS-STANDING i "' I `r' I cc, I I I "' I: OVQ M 3 - 1 1 _ = z a T- a I I ING w o �,, ,_, _ 'DUAL SHOWER ® i '"' ! CLG. — _ I I U W �, UL o m ce piU CCAr, I I ..tO ... 8 HEAD WITH __ 1 W.I.C. _ --- - O I Ira LU `� R & SH TEMPERED GLASS I - - - I I I I _, , - - ® I I © L fa H cc I DUAL DIVERTERS = I I I I I i—i '' O "' o q I I O8 PW D R n �ER ENCLOSU M I 9 ' UPI 1 I I M I I I = 31.8n ::.; --- _ 0' I I RM. ;� :::. r—— �r�1 © I I I I I I I I I i = 1 O N. FLA. ( 1 n a' � I\ - - - - - - - - - - - - ® c? - - 0 -0 CLG. �"� — _ ,-� i I -_ i i '-' -' o ^} - go ...................................................... 0 0 = I �:► LINEN `"`' R &SH FLAT SOFFIT @ :.;:;•:::•:: :•;::::•::•:;:.:;;:::::;;:;:•::•;::;•::•:;•:; 0 o c� – __ a u� �o - FOYER � :�:•..::::::::::::::::.�.�::::::.:::.::::.�:::::::::::::.:::::.::::::::::::::::::::::::::::::.:�::::::.:::.:�::::::::.�:::_:::: •::::::::::::::::::::::::::..:.: 9 0 U.N.O. :::::::::::::.:::::::::::.:::::•:::::::::::::.::::::::.:.:::::::::•:::•::::•::::::::.:.:.:::::::.::::.::::::.:::::::::••:::.:::::•:::::.:::::::::.:.;;: 42 HIGH = 1 11 1 11 COVERED - I I FLAT SOFFI SE = o a – – – = M TYP. 3-4 h- 10 -0 C , 'E.. o \ OPEN RAIL ( ) 0 1 I o ENTRY I ELEVATIONS FOR U- rA 1 1 I � + –– –– – – – c \ (TYP.) N _ I lug.- 10'-0" CL "' I I AILS rA – „_ - t- - _ _ _ G o � m A7.18 - - - - � - - -N - - – � -- -- - - -- _ _ � c - _3'=1� � .A� - - - - o - �-I � -_ -_ -_ - _ - _ —r - � - -o - - - A7.18CD W n d• 1611 - - - - - - - - - - - I - - -- - - - 161_411 \ 0 �o 0"C ,� g I I UL in O I Q I BOX BEAM TO – 0– – \ 5'-7" °' 10 0 CLG. 131.811 I I 51.711 71_6n 61.611 I I , o _ �COLUMN I _ z w o I I WIDTH TYP. i 1 33'_6n IFli' I \ N _ - `t °C � I I I 1 1 1 LINE of 2ND FLOOR I `r o W L _ LU _ - _ �t — — rr nn t V -' _ - LU - a a 1 � 1 1 I GREAT R00 ;:.:� ----------------- � 1 g 1 ( I 121_011\ 1121_81, 121_0" TO 121_8„ I i mi o } � I I 1 COFFERED CLG. U-i m om' I I EXPANDED 1 I I � = STUDY o� o i i COVERED _ I I I I PANTRY N 10'-0ll CLG. 0� LANAI o O3 I I I 1 °O 0'-0" CLG; o LU Gn Q _ 181.411 1 n 1 n G7 1 n I i _ C>D 0 0 _ 12'-0" CLG. ;° I I - 11 -0 I 4-0 51-411 121-41121 -10 � , O -J U 1 � U C> o _� it_�__li I = ao II Z ' F-- ate ' N '� I I I _��p % N I I — of I ce U O � GL o o \ / 1 Z' I t U CD 11 U N NLU W I ---------- o I I I - - -- - - -- - - - -- - - '"'_ -- - - - - - - - -- �- - -- - - - © I X I °O l = 1 _ V t--1 N o � 1 I I I c o _ 10"x10" AIR I / \ I >I---------------- N a � cn I I I moo + 'va II - .._.... ........ ___ __ __ - M � _� I I ]UMR€R � n I ml I W o ,� � o I Q I MT r�W_W �,,, 11 H ® 22 x5 11 I LU UJ .1 pU W N 1 1 00 :•;;:•;:•;:•;:;.:•>: 2x6�WALL @ 34 ; D.W. I 10'-0CLG. STEPS ATTIC oo; U w a o W -� I I DINING ROO 1/2 HIGH ROU SSS o cn I - I �., >` 101-0" CLG. DBL. SINK 611 - O / °° �I I - cn ' o W RMET KITCHEN R = o 9� 61100 LUCD Q m I I M W/DISP. 10'_0P' CLG. i PAC •-' I�i I * c� ' o LU Z I 1 - _ 14 5 -- 1; I $ %0 301-811I J C:) o I I PROVIDE GAS A 19'-1" �► ' ;� --- I _ �„_ � LU - w I I LINE FOR O �_-� _ P d---- � o I I UTURE GRILL ------- I -- - - LD,RY. !----------------- >:>. h REF. ------------ - ---------- DB . N I 10-0 CLG. WATER _ LU - - - - - --- - - �; S CE OV N '-- - SOFTENER LOOP v FLAT SOFFIT ;;:. - _ � ; ........................ ................. ............................... ................ ........ . ................... .... N ... .......... ......... ..............:........... .... ......................................................................................... .. .*.�,.. ..n,,, ,....,,,,.. LtJ .rnw xn+r• .. ....... sk °c° . GAS DRYER t w •lac p PRIVACY WALL-/ OA I I Q SPACE ©I O OA HB C7 rB I I I Q 1 COLUMN SEE A7.18 I I 4' HIGH WALL AT AC uJ cn ELEVATIONS FOR EhiCLOS SEE DETAIL 10 a + zo DETAILS I I I comp. #1 AICC0 I ON SHEET A5.2.18 z11.611 9'-6" 4'-1011 51_9.1 281.311 7'-6%" o W 0 10 4'-0" 11'-0" 741.011 Ln 41F z0gi � 891_011rn ui . oo"-- C� 0 zbb6p acnes ; z � � � LU I I w Z U- �-- r Z LU 0 W ;z ui FE Q O m ` +O W LU U o FIRST FL PLAN LU UJ LU % Uj SCALE: 1/4" = 1'-0u CLASSIC ADDITIONAL DOTES, SCHEDULES, & DETAILS LU UJ cc 08 o E CAN BE FOUND ON THE AM SHEET. a - o SERIAL NUMBER 1014.0 1 _ M THE BEST OF MT al ME)GE,THE DESM DEPICTID ON THS DRAWING COe =WITH TIE Aw11UM MWlOH1M www ODDE IN EFFECT AS OF LUTE OF MIEIAM Sam..,. 16— May 25,2017 O V c`s. All m e} (3 on� c 571-011 . R 9673 ." s . . 5 01_011 71_011 « �Av" 'I Q 91-1311 1 171.10" 91.211 81.611 51.211 11-811,211 42" RAILING. REFER - D a o TO ELEVATIONS FOR z cin oc I, I I I DETAILS. Ovan G. Drummond, AIA O 6-4w - - AR 96399 Ly WO TIO ( © OI ©I Manuel Gonzalez, AIA PO AR 96730 ©p — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — w_.. —— ——— - J ang Yu Lee, o I :: 42" H. v ARDRAIL W1 -- - - -1 72328 w I + PICKETS SP�� TO RETE FLAT SOFFIT I 611 -- o I - - - 16 I o 4 SRI#RE, . HALF-KALI. 81.0" 116° MALL = 1_ i I 1.7 1 1 1_ 1 w ac I C 0 (TYP.) 91011 CLG. _ 10 1 .( Y 5 , I I c , > o0 0 6'-0" 15'-8° 101.511 A.F.F. I d- 12 _ i ,1 � o O I o 2" E = 00 [p 6" 31.211 4'-0" B ,TH 3 0 N I I . © �' a� 9 06 -0 LG. M I I ¢ _ oz I I 13 Il i I ¢ N � � C..� O �;' LINEN 15 co 4 I I' - - . .. = 17 T' LJ c 'f' r 00 a s oo _ C ST LOFT =w I I I i I I I I O� c I I ; ,'�-i M t�O7 w O �.a ^ I I 1! ,-�\ 1 I 1 I I I I I I 1 1 11 7.18 i_ � J +n ROOF BELOW r' .H. 9-0 CLG. ^ DN I I I i I I I I 4" I '� 13 -3 COVERED I I _ Z `° " -- WF- ' I I I I I I I I I i I " �►ALCO IY I I Ci ¢ Q � O Q I 9- " (,I . I I I I I I I I I r � N -a iC Q I N — --- --- = I O 1-011 �`-^' ( I FLAT N V w 117 V C00 CO o Ce- twig I `�' 1 I I �,, � [� 0 ra — � I _ I I I SLOPE @ MIN.18"TO I I SOFFIT cv -' L ' N f I I I I I I I I I C1C I co R n d }-- I ( I I I I BEDROOM 4 LU w © I x I f ( _ I I I I I 14 -0 U. = 14 MAX.PER T I I '`�. = cn 0 O N Q ,,,, I 22 34 / �,`�' I I I I I , , I I O 1 " O - ¢ 1 3 � I I I I I kp O �- a- Ai I _� I I i I I T�1 -- - - - - - N CL 4 V I�_ J _ , W I TTS 22x34 ATTIC, I I °° BBBB� ¢ �o d' ASC S o o ACCESS 16 41_011 91_611 Q C� a. X: 7K _ _ FLAT .::.. ................................. ........... .. . 11 a - - - - - - - - - - - - - 36 HIGH oI CONTINUOUS SOFFIT A - - - _ 4 - - - - - - - - - - - - - - - — - - - - - -��° _ HANDRAIL o 'I,ozQ A . I I II LL- N ^ AOPEN TO w ATTIC a FOYER BELOW STORAGE 101- 20-4 CLG, VAULTED CLG. I oc ,II 11,1 ::. - - - - - - - I M z o 36" HIGH �.. LUjE I 181.1,011 31.311 71.11" I WALL. c o I I W I cxtO � oma I I I ! I � p' I I I � � � < U o I I I ROOF BELOW I �, H- E,.., z Uj gi Mb I 10 � U C.L. `r V i Q I LU I VLU wmv o `n I I C) Q i I Uj mqqMJ � w � 4o I I , I U a —W' f � 0LU En 4 LU Z UJ * .0I �— I I I , I O cY, oc I I o cn I Ik I o I I ROOF LO�V LU LU En " I 6-4 ui iEL -i - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - ., v Ujo z `� = o B n Q O w Ln U w jE Z 0 W ui.._1 O oC Ln uL z zC U) }}. w > LLJ z O L J a 3t p 0 w °w° Uj F � UJSECOND %.^JLU.J UJ SCALE: 1/4 = 1'-0" CLASSIC ' WUj i o SIAL NUMBER v z 1014.0 - TO THE BE57 OF W IOIOWIPD E,THE DESIGN DEPICTED ON DRAWING CDMIES WITH THE A"UM 1E fD W N MILDIIG ,.. CDDEINBIRD A5OFDATE OFf9tTMTJ NBEWW,'. DOORSCHED'u' ' LE May 25,2017 V WOR (�=DOOR L-HJT 'HYPE SIZE REMARKS FL%. HALL 1 THERMA-TRU 31-0" X 8'-0" W/ (2) 12" SIDELITE/TEMPERED t t o BEYOI r ENTRY DOOR ` s 3 TAIR 2 OVER HEAD DOOR 81.011 X 81.011 Noy-INSULATED RAISED PANEL 3 + 10 UD CIAO NOTE STEEL DESIGNER DOOR ; TOP OF SECOND LIVING AREA 3 ROCKETED SLIN GLASS DOOR 16'-0" X 8'-0" TEMPERED - tic oED 0 --------- STAIR RAILING AND STAiR GUARD RAILING 4 DOOR 2'-8" X 81-0" SELF CLOSING/ SOLID WOOD NOT LESS THAN C ' SMALL BE CONSTRUCTED TO WITHSTAND A G. Drummond, AIS oCOW.ENTRATED LOAD OF POUNDS APPLIED 1-3/8" / OR 20 MINUTE FIRE-RATED Ovan AR 96399 TE - AT A ( PAINT ,LOG T RAIL IN ANY 5 HOLLOW C0 POCKET DOOR 2'-8" X 8'-0" Manuel Gonzalez, AIA m CYTON. IT MUST ALSO WITHSTAND A o z 6 HOLLOW CQ DOOR 21.411 X 81_011 AR 96730 CI �; UNIFORM LOAD, NOT C(WCUR NTLY WITH THE sang-Yub Lee, PE _ TOP OF LANDING _ - * 1 11 i 11 72328 '�"� o M ------- ---------- O ACTUAL STAIR CONITRATED LQAD, QF 50 ROUNDS PER 7 HOLLOW C 21-611 X 81-011 - - - 8 HOLLOW C DQR 2 -8 X 8-0 o ~ ZA-NDIN-� ---------- - -- -- i FOOT APPLIED ALONG THE RAIL IN ANY 11 W aVEWD 5Y �' . DIRECTION. INTERMEDIATE RAILS AND POSTS � � 11 (� o rn W m - - I C R01, 1"NOSING f D. (IN-FILL) SHALL WITHSTAND A HORIZONTAL 9 HOLLOW COi BI-PASS DOOM 51-011 X 81-011V-4 00 w �o -' LO `' 200 POUNDS LID AGAINST ANY 10 LASS SHO 2'-0" X 6'-8" TEMPERED � ° ~ cu `" z C) Ln * 21 RS @ 7 5/8" ONE SQUARE FOOT AREA, NOT CONCURRENTLY Det ® ~ a' a z 0 AI 11 HOLLOW C DOW (2) 21.611 X 81.011 ~ Q c=n N o o 18 @ 10 WITH OT14ER LOADS. U J rn J z FINISH FLOOR __ BEDROOM---HALL -L -- -i- -� 2 12 HOLLOW CON POCKET DOOM 21.611 X 61.811 W °_' ,0 C) o W �k ' O O r Y _ - l 13 HOLLOW C D 21 011 X 61_811 ° o M `�' o zNAILER 14 HOLLOW C BI- ►SS DOOM 5'-0" X 6'-8" _ °.= z o CARRIAGE READ RISER -f o T °' 0 Q v 7THRUST BLOCK 15 HOLLOW C0 DSR 2 8 X 6 8 W ¢,V1c Q 0 CO 41 16 HOLLOW C DOOR 2'-8" X 6'-8" INSULATED Ll'� Q ° E I- C ._. - �r 0 17 FRENCH DOOR 21.811 X 61.811 EXTERIOR Q = E v, <c N L WINDO ' ' T }� t J ¢ o X: S 1 / 11 R S E CTI O N �WINDO - UT 1 0 S �V�L�.E �1.KiO o �'�.NSCALE: 1/2" = 1'-0" CLASSIC TYPE R.O. SIZE REMARKS ,`;; A SINGLE HUNS 3052 361/211 X 621/211 EGRESS / VINYL/ LOW E ohm W o B NOT USED a "� o C SINGLE HUNQ-MD 361/211 X 481/2" VINYL/ LOW E z ' W D FIXED GLASS ]044 241/2" X 481/2" VINYL/ LOW E/ TEMPERED W a °c ( �„ LU U_ m E FIXED GLASS X11 321/211 X 181/2" VINYL/ LOW E Uj F FIXED GLASS-4f152 481/2" X'621/2" VINYK/ LOW E fnMi "-' G SINGLE HU% 2030 241/2" X 361/2" VINYL/ LOW E z w H SINGLE HUNG 241/21 X 72 1/2" VINYL/ LOW E I SINGLE HUNG 361;/2" X 721/2" VINYL/ LOW ELU J FIXED GLASS 1 181/2" X.181/2" VINYL/ LOW E C:) ' Q oQo�c L Z H Com/) V _. ��a . 6-4 Q F-- V � o a. p _ V i CL Uj INSCLATION SCHEDULE U LUU LOCAON TYPE R-VALUE U.N.O. ; Ui z CEILING @ L ANG AREA FIBERGLASS 38 o EXTERIOR WD. FRAME WALLS FIBERGLASS 19 0 � Ll z - o MALLS TO LIVING AREA FIBERGLASS 11 # N oz = W o 0 1 Q m O C9 ce Uj fi �-- LU W = [ aco vLU � � © Cn Ld Uj m � z o cWn . '3t a LU ' o J oc cn � C) �B---B C) , z 1Q- Q ,,,.,, W U � Ln Q W rte. i d-6 o � in c z5 ua U) Uj z Z °LLcLU - L.n -� 0 0 0 U=1 ,..♦ (n C) zWnbmoa W asoU WQ I LijQZCn F u.1 zoo U) � O aW � 0 .■ z L3 FD Z ca U3 LU o - O A- ,� O LLJ In J � zt-L! a800 J E I L �� 1 z 1014.0 TO B OF MY KNOW E, D DRAWING CONPUES WrrH THE APPUCW 1WMW CODE IN EFFECT AS OF DATE OF CERD7 nON B M4, - ELEVATION N T May 25,2017 U PROVIDE HIGH DENSITY FOAM WITH TOUV COAT FROM [2. FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR TOP EBF RGE FLASHINGDECORATIVE ELEMENTS. TYPICAL UNLESS NOTED 4 .....OTHERWISE 2.1 6 2FOAM APPLICATIONS FINISHES SHALL BE /ACCORDING ROOFING PER TO EACH ELEVATION _ CQJTRACT, TY . 5.2.1 5.2.1 --____ _ _ O "CORAL-LIGHT" OR EQUAL PRE-FINISH r _.._.._..... _.._.... .....__>' a .: 3, FOAM APPLICATIONS SHALL BE INSTALLED=AS PER MANUFACTURER SPECS. U.N.O. I I _ _ TOP OF HEEL ' 96730 f PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE I ) 4. CAST FROM FOAM FACTORY INC. OR EQUA4.1 AND -4 - � -_ -: �_ _ -' o TOP OF PLATE � a o INSTALLED AS PER MANUFACTURER SPEC I '-4' f:. _ ( I.. .._. .... D G <t cn TRIM WORK FINISHES SHALL WRAP ALL OPENINGS I 11 _�- __-__� C ^_ T 3 Ovan G. Drummond, AIA � I . 5...2.1- o 5. EXTENDING AT LEAST INTO THE UNDERSIR�E OF THE I . I ........ I AR 96399 L i 5.2.1 � o OPENING I FLASHING AS -- (- - 1 _..._ C .... Manuel Gonzalez, AIA SAILINGS J METAL WORK IN INTERIOR AND EXTERIOR _ 11 REQUIRED (. r a ........._.�..::.. ___. .. T Sang-Yub Lee, PE _ _s? — co ' -- _.__ AR 96730 O _, 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON � J � 1 U_ o _ METAL ROOFL 72328 ALUMINUM r, oTHE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, 4 _j a 7. ANY MISDESCRIPTION SHALL BE CLARIFI BY THE .2.1 I o rn `� ° ARCHITECT/DESIGNER TYA I { ILi _ - 2ND FIN. FLR. LU o _ . - 00 o THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING :` M o o '� Ln z ' WITH THE SUB-CONTRACTOR/ MANUFACIRER AND — TOP OF PLAT ,� o00 H 1 �_,.,, a ALL N `� ¢ cn N >' 8. THE ARCHITECT/DESIGNER IN WHICH L 5 "' cin ARCHITECTURAL APPLICATIONS WILL BE COORDINATED _ :_. : ......... c > '-' o a 0 o AND APPROVED PRIOR TO INSTALLATION 2 - - -_.. - (- I W p M " o �, ._ o �a, E ELECTRICAL CONTRACTOR TO COORDINAT'F MOUNTING � u o ' $ 9' HEIGHT OF COACH LIGHTS WITH TOLL BR HERS P.M. 411 ,� I- I ", _ w �[ © T o0 0 _� _ = Z 4 N U cV —._. a o = <? c I o �..� w �, c apo m W � = op Bo 00 w 12 Ln E : Q 0 bo �' E � d' ¢ R 2 _ .... I I J r. U N _ mow - F .......... ........ ............ _.. [ F FINISH FLOOR a rn ' l H 0 OA -= + N .:.: r.. Q 0 7 CULTURED STOW, TYP. j >.. 1 TYP. 5.2.1 � � a TYP. 52.1 i ce Z � 4, � ` l a qac , LU Uj I . 'oLU W FRO 1T ELEV ►TION �-,--1 C> S 1./411 = 11-011 CLASSIC U.,� BOJ 1 ..a __j Iia ? i "' R IN(� PER O � ! V Q moo CO , TYp. � , z � E '-"♦ �_ W V 3 ata of IO Uj 8LU 1_1 2 I I (.,.) It I I I a � cnZ 5. I I W TOP OF HEEL I I - - - - - - - - - - - - J O w P_ n I CC) C I � , cn zarc Z 4 � � __—. _�_ - ------ � ( � o � ' p o 5.2.1 - __. _ __._. I D oo w I t 1LJi _ w Uj � 0 _ (� (}' m a 2ND FIN. FLR. -- - - - - - - - - - - - - - - - - - - - - - - - - - - - wJz o TOP OF PLAT _ _ TOP OF PLATE I o N CL u ... ui .( .... - _ _ I c v o M __..__ _._._-___.T______( Ln ED zo = o 0 5 I (. - o M ILI cn 5.2.1 I I - Ln Z U_ I 1 . ___ !--� U) - __.. _...�....._...__..._-_ ... 0 a ©4 � FINISH FLOOD I ; I___ - ___ — - FINISH FLOOR Q a j - - ;-� w C] W M zw o LU � c W 1 6 7 9 oc u:, Zf 5.2.1 TYP. 5.2.1 TV. .2. TYP. .2.1 0 zz Ip L w RIGHT ELEVATION `Q O W z U-J ca � o � SCALE: 1/4" = 1'-0" CLASSIC Uj � 0U_ PROVIDE :IDG VENTS, TOLL BROTHERS R.M. TO V LOCATIONS ASPHALT SHINGLE R :U_ avi-- O FL � � F 1014.0 _ To THE BES7 OF W gWvn®GE,THE DESWK 0 DRAWING COMM W M THE APPLICABLE WON NaW T CODE IN Eff aAS OF DATE OF COMMAT=BEM.. fl- May 25,2017 or---------------------------------------- ' I I co CL 9t I I I zr� el Gon1 � a ROOFING PER CO CONTRACT, TYP. a .... I I s R 9673 ,` TOP OF HEEL '_ -- - -- _.. _.._. _ i ; i i A.,: _. _ _ U_ TOP OF PLATE - .. --- i-------------- D z 3 z _ I I 1 I :1 I I I z_ 1 -4 ,, Ovan G. Drummond, AIA - _ _ _ ,© 4" CORNER __ ( I I ---------------------------- -r ------ En 0 _ I I i Manuel GonzaAR lez, AIA p TRIM, TYP. _ I AR 96730 _ % — I I i Sang-Yub Lee PE OJ ....................... i i I P LL O .._. i_ .... ... � .. ..... L_. L.- If N I W -0 72328 i I 1 � 1 t3 - -- - i..l.� p O +� ........... { I I I j ...._ , .-, ;... .... .; _. ...._.. y..... J W Q ..... ......� : - . '�.' m i s 1 ' 4. o rn I I I � � •12 � FF p 00 w _ _� - I I 4 12 c� p o M �, �. .....y TOP OF PLATE I I © � 00 L�1 TOP OF PLAT + _.._ I I ; <C - Q z � op - i ¢N o ` V) M d>% � O _j N M W _ __._.. ._ ..... Y 2: Go ' p � M -lie... LU i `Q 1 �J _ I L1----------- �L '- U 3 � I � ... . p O� t7 N « i B LA 60� Y :. )......... �vWoSLOr%E � ELOOE P 0 '-p t.... . _ ENo C # „ O - r �I - _ r FINISH FLOOR _ ___ _- t ;Y �. I icn : . VENT r� RCS N g J 6 1 — DITIONAL ELEVATION TES: ATTIC AREA (TOTAL UNDER ROOF) 3927 o0- CD co c 5,2,1 TYP. 5.2.1 TYP. 5.2.1 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED H 7" HEEL DIVIDE BY CODE REQUIREMENT 300 E { oc v z 2 - ALL HIPS TO BE MANUFACTURED WITH A 11/2" OFFEST AT COMERS MIN. NET FREE VENTILATING � 3 acaCD13.0900 �� 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WIITM AN pow AREA REQUIRED , REAR ELEVATION ADDITIONAL 1/2" DROP 0 f Zm NOTE: FBCR 806.2 EXC. 2• PERMITS ROOF VENTILATING AREA TO � ` ' - E SCALE: 1/4" = 1'-0" CLASSIC L_ BE CALCULATED AT 1/300 PROVIDED THAT 40-50%OF THE ' ' Uj LU REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS o " ' LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT(UNLESS LJLJ z U.I CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF I ao '`cTHE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. , , O0 '� Uj Q ! U F--� UJp _ U 0 ULU € QQS WRQ 4 LU fU LU 4 En ROOFING PER I I ) TYP. 5.2.3 ..E CONTRACT, TYP. I I t Q z .. En J LIJ >- is - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - TOP OF HEEL I ao p - - - - - - - - - - - - - - - `lJ _.. - :_ _. TOP OF PLATE W Q LIJ t N 3:: X (f) .. ..... ....... .... C) S 0 9 1 ............ ....................................... ......... C) cn W 4 ' j Q « . � m I ............................................. ..... .... p o . z I � 5.2.3IJ LU. 9 3: a I -' w z � toi J I p = qj � ) LU LZ unI o LUC) I _ __ - - - - - - - - - - - - -- - - -- - - - - - - - - -- -- - - - - - - - - - - --- � _ 2ND FIN. FLR. o __..__._.___.._. _ _ t W z - _ _ _ _ TOP OF PLAT N Q z LLJBE a En — — METAL M M — - w ' o _f — ____ _ ___ 1 8001` N a w to ' z 1 I.:.. . -fiW t .. _ Q. I I __. , - _ � o .....I I _. I Ito LJJ J QO — ,--N LU I::: I o _ .. -- 5 O .2.1 p EnUj;M I _ #41 Q CSC _. � Ocn A - z __._.___ ______.....___._____. _ __._.._ _ —_ _... p CL FINISH FLOOR < (n Z2 r Uj k M Q ' ----- ------------------ " ------ , O a 4 CORNER z 0 1 5.2.1 5.2.1 10 A/C TRIM TYP. Uj j � ' - p TYP. ENCLOSURE U) w a w LU 5.2.1 5.2.1 z (..i (D W = o -: LU (n U LU LU wLfcn - o = �'" LE ATIQNloll0-1 L" UQ w p � : 1/4• = 1'-0' CLASSIC CEMENTITIOUS ROOF TUj ED ILE ASPHALT SHINGLE R00" FINGLU (n _ aoU_ Q V H O SERIALIUIOR 1014.0 O THE BEST OF MY KNOWLEDGF THE DESIGN DEPIaED DRAWING CDMM B WITH THE AMICAME MDIDNIM INAIDING CODE IN EFFECT AS OF DATE OF CENT11MATION NE[DW. 4 STAIR RAILING A D May 25,2017 SEE SHEET A3.N FOR GUARD RAILINGNOTEINSULATION SCHEDULE STAIR RAILING, STAIR GUARD RAILING, BALCONY RAILING, DIANT BARRIER c�. ARD RAILING SHALL BE CONSTRUCTED TO AND BALCONY GU WITHSTAND A CONCENTRATED LOAD OF it 200 POUNDS t; APPLIED AT ANY POINT ALONG THE RAIL IN AIBP DIRECTION. s .<, WALK-IN Y u IT MUST ALSO WITHSTAND A UNIFORM LOAD, VOT ATTR WITH THE CONCENTRATED LOAD, OF 50 4 ` 9673 CONCURRENTLYSTORAGE . POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANYe PRE-ENGINEERED TRUSSES QED DESIGNED BY TRUSS DIRECTION. � COFFER UG. a 4 INTERMEDIATE STAIR RAILS AND POSTS (IN SHALL MAItJFACTURER Ovan G. Drummond, - u' APPLIED BEYOND SEE SHEET A3.N FOR /� z , ; WITHSTAND A HORIZONTAL LOAD OF 200 POUFS INSULATIQN SCHEDULE AR 96399 o AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY ( f Manuel Gonzalez, AIA WITH OTHER LOADS. 4 Uj AR 96730 Sang-Yub Lee, PE ce J INTERMEDIATE BALCONY RAILS AND POSTS (IWFILL) SHALL I 7232$ w WITHSTAND A HORIZONTAL LOAD OF 50 POUNDS APPLIED W o AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY - � ___ -- - C) rn J wC W WITH OTHER LOADS. _.... _....... _ _.. ......m.»m>,':: .... r , - _ LSA i Uj P11 ii 11 1 , 00 w ._.._........_. 1 Z d' UTED LIVE LOAD FOR THE STAIRS 0 o THE UNIFORMLY DISTRIBUTED 1 -- Q ' cn N ._.__......_. { ( c a NIMUN. LJ -OUR ETrq SHALL BE 40 PSF MI _ In o _ I E DIII o '� .L °° E COVERS KITCLEN i , uI N GSC � E 'TR YGN D _ Y �- U ': p M a .. J Q (� _..__...._._..._..... Q L J i FF HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE - -- fl i-� FF _ _._ ----. .. _. : 000==000 _..... __. _., '�_ ;.1. = Z Cl. LL n AN OUTSIDE DIAMETER OF AT LEAST 1-1/4 AND NOT . .... cL ¢ O ; , ... o GREATER THAN 2". IF THE HANDRAIL IS NOT CtCUALR, IT "GREAT U � �, L 00 m Q = ..... .._ �. € COVERED LANAI o u, = w p SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 AND _ _ _ _ YAR FALL ROM Q L Wwz _ S - - o MUN `ROS I C - AMAX -- x 00 rn 1 4 WITH U . TER THAN x .. x _ .. p. x. 1_ r._ . .... .... .. i ._... ,. .., ice....::.. ... :..... AVE _ . .. , a. HA H DIMENSION NOF2 1 4 EDGES LL SECTION 0 / < ,... .E , oc SE i ...: 1 I .:.i:.1 �A x p� ;,.x. x.Y :. :N u., w a. _ INETRY &APPLIANCES ARE U n CD IUS OR 0.01 INCH. , B .. MINIMUN RAD FOR REFERENCE ONLY � �— Z f:. b .:"; ix <: ` ._.tel ( iI:- f 1."_ I •1 F i ( .;x� 7i,;; i '.� if .S1 I� �i� T [ x ..3.k.... ..,.. .'rLl. -ENGINEERED FLOOR ( 1 nO1i TRUSSES DESIGNED BY TRUE Q Ion MANUFACTURER J = ct O o oz c�c m cc a D G � T "' o a " CLASSIC C /, 1F_O W 00 A18LU LU LU Q � <c LU L3 o �— LU 75 cn iLU Cca Uj Os I Q U � ZLU � c U � � a oc � CEILING FINISH (,-,) a L) H SEE SHEET A3.N FOR CONTINUOUS METAL PAN FLASHING l LU Q �,,,� PERSPECSOVER SUBSTRATE AT THRESHOLD. U LU . INSULATION SCHEDULE APPLY DURADECK WATERPROOFING V LU U MEMBRANE SYSTEM PER MIUF. TOP OF PLATE a /---RADIANT BARRIER SPECIFICATIONS EXTERIOR WALL I•I-� ... . , DOOR PER PLAN PER PLAN ' N m METAL THRESHOLD FULLY BEAM PER (,,� a I , o � SEALED TO FLASHING PAN STRUCTURAL L 1 N LU 0 PER MANUF. LU WALK-IN // \ PER ELEVATION L o `Q W ATTIC RECOMMENDATIONS � �� z � � CD M LU ��- 1 HALF WALL 0 o a STORAGE ENGINEERED TRUSSES I I Q 8d NAILS AT 6" O.C. - LU z DESIGNED BY I I - z o o ACT SEES 1EET A3.N FOR 1 BALCONY FLASH UP WALL, 12" LU c` LU LU f_j LU MIN.PRE-ENGINEERED FLOOR INSULATION SCHEDULE .a. N- w CONTINUOUS TRUSSES DESIGNED BY TRUSS 1 ' '" ` ",.. x ` , '` = o cn o z _ %" EXT. GRADE STRUCTURAL cm _ V o MANUFACTURER ;:: - � � rn DICK SHEATHING o L0� CONTINUOUS METAL PAN cx� DURADECK, WATERPROOF I m a z C:) • FLASHING ALONG OPENING __ DECK MEMBRANE - FL C7 z 0 W/ NO SEAMS OR SPLICES - #12407.1 3" LAP MIN. OR FLASHING DET ►IL M D w J a 42 HIGH RAILING uu Q .-` ` ;. 6% COLLAR FLASHING AT POST LU U ) I SEAL AT TOP OF FLASHING C, _ / _ _ _ 1x FASCIA TRIM SLOPE 1:48. 6a W FLOOR TRUSSES - SFS M 0-4 CA Uj FE z 0 w FRAMING PLAN O ., o L I Z , GREAT \. G0 MET U= BEDROOM 2 vU L KITCHE 2x CONT. WOOD L ER 0 ATTACH PW - , ------------- S P i....... 1 ..;_, - _ - - :_ " _ _.. , ATtfURNAL LAA1 a � iI i a : w _- CABINETRY &APPLIANCE T CEILING FINISH PER SPEC, U.N.O. uZ., z ARE FOR REFERENCE ONLY ALL FASTENER PENETRATIONS � Z u�i a TO SEALED AND p #2 SYP. 2X JOISTS - SEE STRUCTURAL 0 z o PLAN. RIPPED TO ALLOW FOR SLOPE �.— c w HANGER AT EACH RAFTER aU., l cri L3 cl- LU �(7 Uj Uj co W ' m K�B�BUILDING S C4 RED BALCONY DETAIL Uj CALE: u = 1 F_0 FF CLASSIC La U A7.18 SCALE: 1/4" = 1'-0" CLASSIC A7.18 S /� J z � W -,--� SERIAL NUMBED Jo0U_ ac� E- © 114. TO THE BE57 OFNTKNOWUM THE DESMND 01 THE DRAWING WNPUES WrIH THE APNX E NDDIKNI BIlLW ODDE DI EFfEa AS OF DATE OF CEIMF GTI011 OWN. 4 May 25,2017 ala N .1 '� L o CL .CLL $' Gon r Y , R 9,67F' Z U- QED p ............. ........ , .... ............ ... ............... r------� { _- .. _.. ..... , I z °C i it li i Ovan G. Drummond, AIA C:> „' ® ® I AR 96399 W Manuel Gonzalez, AIA BATH 2AR 96730 co j. Sang-Yub Lee, PE 0 0 1 C 72328 p t- C. W t I d ---- — - -? O ...................................... ; - o Os® >w jEo r MASTER o 00 rn MASTER BATHROOM BEDROOM 2 � � � �� BEDROOM 3 o F � Ln pow POWDER a^; ; C, 00 Z BEDROOM II I I I I W.I. ~ w ¢ z I II R I { < u7 n, I p D W I - o . . .. .... _... 00 ............................................................... J M f 71 W Uj to L LL- ^' L.. .. .... ... .., = 'Z 0- . .0 Wp ji I __- I uJ C co _ _. __ _ ___ -- -- .__. __ _. 'I I I I V I I I I!'1 o Q ' -- - - I J�--='�l I -J L W — — I i _-- _. -- - _.._. .. ...- .__.. Q (� __ _.. _. I Q i i - .. j-UELCL r-a _.. II J uZ, o _ <t F.- _ _ _- _ _ _ __ _ _ _ ....... _... .... _- -- -- COVERED J o _ - I I Q N a J I I FOYER ENTRY C) II � � oJL �- - CD L i a LU C) . ............. _ m U _ _ ___ �. ---------------------- _.____ _ __ __ owcU :.:. 0 0 ----- a i ---------- Uj i LU GREAT ROOMLU C.7cf- Uj (� STUDY F- LU - Wcn00.0 o PANTRY ; W LU OLU......... .. ......... ....... _._ .._.... ..._..._ ...... _........ ..... ..... ..... ...... ...... _..... ........_ . ........ .... _...... ._. ......... ... x A CEM U- ( V V Cn ---------------- ~ 3 I o � ------ -- — Z GI) — __ ,� , ca _._ . . .. .._........................................................._..... . ...........: ,H. ? I— c,n o W COVERED n io xio I --- ; o 11 1I I------------- Ljj CL C) LANAI I I AIR JUMPER ; � .. t ; ; C„� 0 � - - _ W ' oLU _.. o � cn I:.l l C Uj -------------- DINING ROOM GOURMET qp I LU KITCHEN i N WQo � Z LU W N n o W j LAUNDRY F--- o M I W o a � o 0 4 ac z -- 1 `�' II II - — - - - z __ ______-. --_T_,_, __ ._ ._._.__ __ _..-_ _�_ __-__ _ -___-_- ------------_---__._.__-_ _____,_-_-_ _---_-__ -----__--_ __. _.___._- ___-__ __ _._---__-_—__-- _ , _- — s C) - - -._. _._. ca _ QQ cc © cna UjLUt Z o ON Uj COZ p * AoV cn Q Q p A/C COMP,_# C CAMP. #2 W (� a- Z LU O Oar., LU W 6 = 0LU 1� z LU jF c Uj � LU z U Ln 3 � z T--� o aQ z Q X: W W (� p 0 LU -,j, 1 LU FIRST FLOORDIFFUSERLAYOUT � `l' oT � _ to �� C D 'FUER LEGEND SILL- SCALE: Uj 1/4" = 1'-0" SSUj co co oUj z '' U ® SUPPLY m RETURN T69 I EXHAUST FAN t P--1 is ::110aU0o � FOR REFERENCE ONLY ._..� SERIAL NUM1014.0 014.0 TO THE BW OF Mr WWMG,THE DESM DEF(CrEDa is aawmc cowm wtni nie nFFucneLE OMM to CME IN MW AS of WE OF aMUMN Baft May 25,2017 V a. m el Goo R 9673 � Fgj F o% ZZ ..... i (' — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — __..._..... ,.... I- --------------- ..___._. _ _ __ _._.._.___ ___ _....._. ._ _ cn _..... _...._ _. -__.___ _.. __._ _ ___ _____ _ - ,—, O W IIECH Ovan G. Drummond, AIA rJAR 96399 S G ® ®LU Manuel Gonzalez, AIA UL� H 0 HALE BATH 3 AR 96730 Sang-Yub Lee, PE 72328 0 o A.H.U. #2 , W CD z W W I i .... .... O1 jE O O0 I , . V O.... ......Q LOFT o QI IE I I L I I I I Z ` =11 �. I� I. II I COVERED Z I I I. I I I IC I I I14. ► ( N >+ W cn I A.H.U. #1 I I I I r I. I I I .� CD I O o L►LCOIY0 o a! ... . a - WfE+ 0 � .�.► I ' I II !I j I � I €I � a < U. L UJ i LIJ V I I I o- W L] I z I i i i I I I O•p C 65 °°w uj Ln =DROOM 41 I i Uj 4c z En E O H o ___ �^ U) -- -- - - - - - - - - - - , _._ i 0. U c� ..J r. a ® I I OPEN TO .Jko WALK-IN F0YER BELOW ATTIC O I I STORAGE 0. W I I C oWDC M II II i.. _._. .. .. ....... .... - - - - - - - ___ --. – —-_ -r i I 'CD C , Qty I I ( LULU v uu I I I LU ' oQ I I I LU LU I Uj I I LU cnw ma > I J I I o O � oI LU LU U_ iLU 21-1 be LU I J I I U : � O I I LU m � � o (n I I ( L) cc cn _ I W m UjI I j 9 zQo I I I �.. up I � a LU o cn -3 W a > I I ( c� o oc I l _ L -i - - - - --- - - - - - -� — — — — —— — — — — — — — co DNe '"" � L � o o o V Uj W Q < a Q OC OZLLJW c`§. "1 L n o � F LM � O z z "- Ln O zbQ Lua ILw wzQ $ OUj FE W ""� ��11 UJI ca Rx t;-; SECOND FLOOR DIFF SER LAYOUT :3= ZUjD ��FDSR LEGENDo uu U LU SCALE: 1/4" = 1'-0" CLASSIC �•�- Ucc LU J ® SUPPLY m RETURN EXHAUST FAN tZLU Qo FOR REFERENCE ONLYI .W SERIAL NUMBER 1014.0 a e ELECTRICAL LEGEND TO THE BWoFW ��ORTKIS 45 L DRAWINGCO ��MKIOW OWN MW CODEINMaASOF�,EOF CHMFOnDN SINGLE RECEPTACLE May 25,2017 a DUPLEX RECEPTACLE •'L e ® 240V RECEPTACLE OF FL fe 6 SWITCHED RECEPTACLE DUPLEX RECEPTACLE (220 VOLT) eI Gone .i u 0PROVIDE REIN $ ; SINGLE FLOOR RECEPTACLE CED i g JUNCTION 80 FOR WEAVY j DUPLEX FLOOR RECEPTACLE FIXTURE IN C OF GAS TANKLESS $, 96730 # MASTIER BATH W/H ;. A. j SWITCHED FLOOR RECEPTACLE HB _ ........_ ....... a + cn UADRAPLEX FLOOR RECEPTACLE _ __ ` . ......... CEO � G Q A�CLE -- _ x -. _ ........ _ .::- r------ CaG _ _.... W w GFI GROUND FAULT INTERRUPTER ,_ _ Ovan G. Drummond AI cn o I : J - OPT A W.Q.C. GFI I * I AR 96399 WP WEATHERPROOF GROUND � - "- � - �_ __ T� PT. , 0 � � \ � \ Manuel Gonzalez AIA o EP ELECTRIC PANEL `� \ BATS 2 AR 96230 p 1-• \. � '..... �, __........ I Sang-Yub Lee, PE p VAPOR PROOF \ GFI E 72328 —RECESS MASTER ' - \ �� BEDROOM 3 W �c ® ESS INCAND. (EYEBALL) FIXTURE \ ( -/ - �__,.._ _- _ \, BEDROOM 2 ,... i � . w -_ W > BEDROOM _ -- -T_ I , LU SINGLE FLOOD - WALL MOUNTED 04 - �1 p w , \\ \ OPT. -_ o o I I - J (� _... rn z DOUBLE FLOOD WALL MOUNTED p A \ \ ROWD20 9ao ri Vj SINGLE FLOOD - SOFFIT MOUNTED w I I J \ `� < > cn \ --- I i�� ii w FL.R. / z \ I.., \ / Q u7 .. J W _ _ \ yrs DOUBLE FLOOD SOFFIT MOUNTED \ \ R// 1W rn o > o - \ .\ o \ �, I ; \ H / U W i W o // ._..._ t!1 0 HANGING / PENDANT - CEILING HUNG � _ W.I.C. / o �, � �• E r r.:. r r r r - INCANDESCENT FIXTURE - CEILING - - ,. 3..... � I I �- / ,-/' - I�' -� r"� ti ---- { ' MOUNT -___-�_ _. f / 0 �/ -�/-� `'' L U _ 12 MASTER W p ED BATOR - - --- WALL i i i - z INCANDESCENT FIXTURE - WALL MOUNTED - - < :y—�—+ - .�' 0 r----- o SD MOUNT , I I �- ¢ o - / c: ":.__, Q ;� I I I ( : OPT. I I o -o a .-rt— -�—x--.. -rr-..:=i i.: Ir ; I �F- I I U L C O CO a© cn ® RECESSED HIGH HAT t _ _ - _ _ SD / I II �, m _ cac - -- --.. --- - - - - - _ - -- - z _ _ I I C3 .. 2 FT UNDER CABINET F __ __ Q_ - - - - __. F--I LUOR. FIXTURE _.... _._ _...._: �. _- _ � � �-� I ►... d E cn - .. ,'3 �- DB ( o 00 36 - f—� 3 FT UNDER CABINET FLUOR. FIXTURE a1�(� !� ¢ o N ' \ 48 WP GFI ---- ! o 4 FT UNDER CABINET FLUOR. FIXTURE _._ __ ___ __ ._._ _ . _ _ _ -_ __. _ COVERE / J per . - - _ - - - - ._.._ - - - - 3 �. ENT Q Cr Q STRIP LIGHT ; � \ I I � , , cc D 12X24 FLUOR. FIXT `� 0 �i � o URE \ I I FOE \ \ 12X36 FLUOR. FIXTURE � _ �;�- _�� 0 J �\ _--i- --- - -- ------ _ z d. w i D 12X48 FLUOR. FIXTURE � ---- w Q cn 24X48 FLUOR. FIXTURE _ - - - / __ ? tFI' ocz URE -i � _ ........ a - - - - - _ _._ _ _-_ .....I:1 .. __ .._-__ _.._.._ _____ —. 0 0 SS EXHAUST FAN /� GREAT --- ____ _-- _-__ ._. _ _ _ _ _- _ --___-__ z w o ROOM �' / v I c,c EXHAUST FAN W/ LIGHT qac / ,' CD z .M. ELECTRIC CO. METER / 9 I-------------- ..... W I , cy- vi GAS CO. METER / \'1' ' I Q N RY \ LU W LiJ ; LLJ� ®SD CO SMOKE DETECTOR/CARBON MONOXIDE DETECTOR J m SMO D.0 , J o J O KE DEFECTOR II \ / / \ /- '�--------- �, STUDY / ATTIC ACCESS 111/ I 0 0 $ SINGLE POLE SWITCH -- I \ \ \ //�/- _--------__ --LIGHT SWITGI . CA $, 3 WAY SWITCH COVERED \ LU I � _7' / _ ._ .._.. _ FOR � � $ 4 WAY SWITCH LANAI / CC , OUTLET / L✓ 1 SECURITY SYSTEM f v / PENDANT LIGHT W u? t DIMMER SWITCH _ -/ PREWIRE OPT (MAIN 6' ABU.) --------------- -�, - H t5 ! � .- / -- -- / __" - G. . ! I /..... / -- 4 PUSHBUTTON / /- . . :::. ~ ..... . o \ ........................ F— \ /'� C) Cn a �o DISCONNECT SWITCH ( --------------- _ �- LLJ "' JUNCTION BOX ,� / / �- , _ _ _. __ _ 13 FE p cn / // i i' GFIi _ r ==- ..� — — GFI '---�" cn -- - � © TV JACK I rLU -i c U/C FOR D.W. I GFI PHONE JACK - PREWIRE ONLY / ! ....... ... M i~© _ >- _ / G.D.O. m w THERMOSTAT U/C FOR DISP �.� - - �� - tir / ,� LLJ © PHOTOCELL - SOFFIT MOUNT Uj GOURMET KITCHEN % Q PHOTOCELL - WALL MOUNT _ q \ _ _� -�- , o W I ------ o w L ELECTRICAL PANEL ,., /-' ; -� w ;r DINT ROTI �� ,, a m sa SPEAKER WIRE FROM TOP OF WALL ;..., -----== ........ ................................. ------ M , z ac K ;REF. + DBL I WATER rr (' . .. . ._ LL' c z KEYPAD _ _ __ - _. GAS D. SURFACE MOUNTED 3/a EMPTTrC61ND0ITT0 z Q I LAUNDRY R rr „ M C> ill 4 __..___ _______ ;s i OVE SPACE LECTRIC GANG J BOX W GFI _ _. o S OFT o --- __. - w _ ____. .__ AE PANEL / BLANK � o ® CHIMES �---� - _ ,.�: .. ;;: , ,.: - , � _. _. _ . . �.�r�-� ------. -----__- �__ _ ---- - --- J � w - -- - ___.._. .._... _ ._: . . : _ R1ATE IN - .. V _ � � — — ---- a cn _ _ TR ........ S STRUCTURED PANEL (A.K.A. SMART BOX, _. _. _ _-_ -_.. . � _ p w cn FOR HOOD VENT GAS COOKTOP UNDER �+ [ o z E===� COMMUNICATIONS BOX MEDIA BOX HOME LU C) DIRECTORY) CABINET WP GFI E,�q, IRRIGATION Ed C) LAB TIG HB FOR INTERCOM N k p LU0 FOR REFERENCE OIY *d- V W 0 � z C COMP. #2 a U) _3 Q 4 to � U� p = W pw , Ln Z o r• U Uj F_ w c+� � 0z 4 (n O dz �ILnQ is a z ` X a � � oZ Z Uj "_ 0 �- aw � viva 0 FE W m 'Q p � 'T FIR STELECTRICAL I.Aly"Ut"UT ce0 s- LLJI p ca SCALE: 1/4" � V-0-* CLASSIC u, pUj IJ a0 � o � ` ALL' Uj CID kn I W ct1 --� qERIAL HFA 1014.0 TO THE BST OF NT WOWLEDGE,THE DESIGN DEPICT®DN TH DRAWING CDNPl1ES WITH THE APMABIE NWJN BUIIDDIG. CODE IN EFW AS OF DATE OF CERTIFN'A110N BELOW. O V a� TIE-IN WITH WEATHER RESSTIVE BARRIER: EXTERIOR SHEATHING 0 1. INTEGRATE INSTALLATIOfOF WEATHE#t RESISTIVE a BARRIER WITH FLASHING TCFORM WATIR SHEDDING LAPS FOLD UP WEATWER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER ov el Gori �.,. RESISTIVE f� INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER& 2. SCORE & FOLD WEATHER LESISTIVE BARRIER ABOVE TEMA� Y @ HEADER TO ALLOW FOR FLASiING INSTAUATION � , 1. CUT, FOLD UP &TEMPORARILY THROUGH FLASHING BARRIER TEMPORARILY SECURE 4. INSTALL HEAD FLASHING WDER WEA7tiER RESISTIVE CURE WEATHER RESISTIVE WEATHERR 9673 BARR ABOVE HEADER TO EXTERIOR f; BARRIER m U_ TA LATI0�1 RESISTIVE ALLOW FOR FLASHINGE SHEATHING ; 5. FOLD WEATHER RESISTIVE 3ARRIER BACK OVER HEAD a FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WATMER TAPE 6" SILL PAN G E 2, INSTALL HEAD FLASHING UNDER z cn WEATHER RESISTIVE BARRIER 2 O Ovan G. Drummond, AIA � `� ASSEMBLED (Wn „°�, o f 3. FOLD WEATHER RESISTIVE T WINDOW ) AR 96399 AR 96730 SILL PAN 2 Manuel Gonzalez, AIA PRIER BACK OVER HE-AD °C z FLASWNG AND SQL WITH TAPE O Sang-Yub Lee, PE FLASHING v_ LU (D72328 z;::::::::: - - - DO NOT FLASH ui W `4 u `� ;: ;� OVER BOTTOM . m oo rn �-- _ ; CORN PATCH MAILING FLANGE uJ •-i Ln GO /y� i W adz W ® MOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE U Q (N 0 o FLASHING f< (MIk. 6 WIDE). CONFORMING TO AAMA 771-07 t1j I� > o n inti t:. o u� 'L N E 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF v, u z OW SILL FATE. ,mow iJ LU � LL _ = z 0 ,Q NOTES: 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. � c �o 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIDI. 6" ) � � U -c o ` ce z CONFORMING TO AAMA 711-07 4. INSTALL FLASHING AND WEAATHER RESISTIVE WINDOWS TO BE INSTALLED o o —>_° w O BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 -� O V c •-- ? 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS Q -- �„ E d' cn = Q p N o '� y 3. MECHANICALLY FASTEN AS NECESSARY °' -' u � Ioc a; d t0 DETAIL FLASHING a 6% � N TYPICAL SLIDING GLASS DOOR FLASHING T # DETASL o. F- ao D3 N.T.S. OPTION -A " ) D3 N.T.S. (EXT-2) o a yup U_ oC.V = $- z " 611 FLASHING 0 ui CANT STRIP CONT. DRIP EDGE � I m ACROSS DOOR MEAD ce LU ©Z : TO DIVERT RAIN WALL PER PLAN Lu <c SILL PLATE WALL PER PLANLLJ LU X: ~ '" m SEE NOTE #2 RAIN DRIP J o a 1" EXTERIOR REGLET DOORLU oWALL SHEATHING EXTERIOR .�_ WITH WEATHER WINDOW � � RESISTIVE BARRIER o� NOTESi z Z Z �- : W >- 0 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) NOTE: cle J, CL LU LU _ CONFORMING TO AAMA 711-07 L cn THIS DETAIL ONLY APPLIES AT EXTER OR E o 2. INSTALL SILL FLASHING AS SHOWN ABOVE DORS iATA1 # t�TE 0 ERHANGS a v, z AI MVE SEM A TWAT HAVE A SECt >-�4" STORY WALL�T I. m 3. WEATHER RESISTIVE BARKER TO FORM WATER SHEDDING LAPS U 0 MA LU z (n � LU= WATERPROOFING AT EXTERIOR. ODOR EXTERIORWIN ""Ilow cn Z5 cy-, LU ' m EXT-5 EXTERIOR C PENING OR BEAM rE,�_ �i EAD �,6 ETI EXT-7 HEAD DRIP DETAIL L �; o C> 3: �3N.T.S. (EXT-5) D3 N.T.S. (E - ) D N.T.S. (E -7) LU C] LU (n. z Q 4 ui Z; ui Wt Q 4 I w O 0 0 UJ i U Q C) (n o o a to J � ua > 1— Boz a d6 c�'9. uzu � o W cry UJI ui-iE = � O ' W.� m in LU =0UjQ D U3 Z IUJ - I zoomsZE � CnLn SERIAL. NUMBER' 1014.1 M THE eE5r of W MOWDCA THE DESIGN DMM 011 T R . IW PER CONTRACT. (CONTRACTOR TO �I��TEOFMMMM BMW. Q- POWIDE PRODUCT APPROVAL FOR ROOFING v S OAl A.P.A. RATED SHEATHING PER 2tPL I AU.ROOFING UNDERLAYM ENT TO BE Ftp .o S - POLYMER MODIFIED BITUMEN _ . ' L SST 110 COMPLY WI" H ASTM D 1970 a SEE PLAN ,' uqj Gori PRi�E 4EFRED WD TRUSS, 24" O.0 Q IDEATION BLOCK ffi Sit PLAN FOR STRAP R 9673 AL . WRAPPED 2x M U_ VJ*D MCIA MAILED _ r •." 4 o T©'PF TAILS 11�/ (2) zz 1fid@ " O.C. > > z` W METAL [QIP ________ CEILING INSULATION ovan G. Drummond, AIA C:) EDW - . AR 96399 LU o C SEE ENERGY CALCS ( INUOUS VENTED ) Manuel Gonzalez, AIA ED S, ; WOOD LEVEL 1/2" RIGID GYP. BD. AR 96730 °C � R WHEN Sang-Yub Lee, PE C:) DBL. 2x SYP. WD. 72328 LU R 4 SOFFITS ARE TOP PLATE oLU 2x SYP. #2 WD. STUDS W o CAU m MIN. 7/8" STUCCO (3 @ 16 O.C., TYP. � w o ch W 0 o W S64f F)MING FELT REFER TO WALL INSULATION a� Q B ED METAL LATH EVERHAN (SEE ENERGY CALCS.) �-- z �¢ in v o 2x SYP. #2 WD. HEADER U _j rqrn J , (n ' CCb SOFFIT SPE FICATION: -SEE SCHEDULE W o � L °D C UJ N o c MACK LAT14E f-" -' o "' 0 w ,Q VEM4TI NAILED SCHEDULED WINDOW _ ,� u_ o1 TwSS FINISH AND A TYPICAL (SEE FLOOR PLAN 0 IPlDOW ATTACHMENT _ z a o a V _ COMPLIANT W/ FBC-R U _j `� W -v a o W 0 W 4.n L C 60 co 2x SYP. #2 STUD @ 16" < `-L° o W on MIN. 7/8" STUCCO (3 COATS) O.C., TYP. � E O o F- o O!A=CPALV. SELF FURRING Q = E N Q tn P METAL LATH WALL INSULATION J n. V w (SEE ENERGY CALCS) 0 0 3: < � E OR STRUCTURAL o ..� Q o ca ON SIS ` PER CONNECT WALL PER O N a Q PLAWSPECSFRAMING DETAILS 0 2x SILL PLATE FINISHED BASE MOULDING U _ o W R RESISTANT BARRIER 3/4" GYPCRETE (OPTIONAL) 0 (2 {SAYE RQUIR�ED : PARER TOP OF a ca o B ED METAL LATHE & 3/4" THK. T&G SUBFLOOR ©c ROOFING PER CONTRACT. CONTRACTOR TO 0 o cL ( PO HOUSE WRAP GLUED & NAILED FLOOR TUSS ' z ! ? PROVIDE PRODUCT APPROVAL FOR ROOFING OR EQUAL SYSTEM c SYSTEM` ON AP.A, RATED SHEATHING PERLU =° Li W PLANS ECS. 2x RIBBON z ALL ROOFING UNDERLAYMENT TO BE TO Tf1SSES FASTENED >\\ //\\ a L i LU Q Ln SELF-ADHERING POLYMER MODIFIED BITUMEN P T ER LU SHEET TO COMPLY ►KITH ASTM D 1970 SEE PLAN PRE-ENGINEERED WD TRUSS, 24" O.C. � BATT J J INSULATION BLOCK PRE-ENGINEERED WOOD FLOOR INSULATION REQUIREDLU o SEE PLAN FOR STRAP T SES (VNIFY W/TRUSS AT GARAGE (SEE U- o = FOR TRUSS LAYOUT ALUM. WRAPPED 2x E ) ENERGY CALCS) 0 0 WOOD FASCIA NAILED d TO TRUSS TAILS W/ (2) 1/2" RIGID GYP. BOARD Q Q LU Q 16�d @ 24 O.C. �, 1 ►� ►� �� Z METAL DRIP 1/2 GYPSUM UJ o EDGE CEILING INSULATION DBL. 2x SYP. WD. TOP PLATE WALLBOARD ON STUDS LU o CONTINUOUS VENTED (SEE ENERGY CALCS.) W/ WALL INSULATION Z SOFFIT; WOOD LEVEL SCHEDULED WINDOW (SEE ENERGY CALCS) 1/2 RIGID GYP. BD. F ,z z RETURNS WHEN )) >- w STUCCO SOFFITS ARE DBL. 2x SYP. WD. ( . O ATiACHM#ENT _ REQUIRED TOP PLATE C UA*T W TH FBC-RR HEADER, SEE FRAMING "' "� 2x SYP. #2 WD. STUDS PLAN FOR SIZE AND DEPTH � CA w MIN. 7/8" STUCCO (3 @ 16" O.C. TYP. " o - LL, COATS) ON GALV. , "' c� SELF FURRING FELT REFER TO WALL INSULATION m ELEV. FO (SEE ENERGY CALCS.) J � cri o oc BACKED METAL LATH o10VERHAN C� OG W Z 0 2x SYP. #2 WD. HEADER E ,-SEE SCHEDULE f � � s STUCCO SOFFIT SRECIFICATION: zc" PAPER BACK LATHE W/ LU coy, LU o z CONTINUOUS VENTING NAILED Uj L _ ui oTO TRUSS TAILS AND A TYPICAL SCHEDULED WINDOW SCHEDULED WINDOW W o STUCCO FINISH (SEE FLOOR PLAN) (SEE FLOOR PLAN) ca "" o EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON =� V Z '� o BE FLUSH WITH T14E EDGE STUDS W/ WALL INSULATION BE .UI WITH THE EDGE STUDS W/ WALL INSULATION W z OF THE FOUNDATION, 1/4" (SEE ENERGY CALCS) OF CATION, 1/4" (SEE ENERGY CALCS) w (n GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION w z AND SHEATHING T4*NG 'Q 0 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS '�•. APPLY A LIGHT COAT OF @ 16" O.C., TYP.LU tn APPLY A LIGHT COAT OF @ 16" O.C., TYP. o ,r, NTI`t"IO�US COATING TO CEMENTITIOUS COATING TO C �,1 o FILL VOIDS & HONEYCOMB S 2x P.T. SILL PLATE FU VOW & HONEYCOMBS 2x P.T. SILL PLATE F— � W WATER RESISTANT BARRIER RESISTANT SISTANT BARRIER o u. 4CKED LAYERS REQUIRED): PAPER CONNECT WALL TO FOUNDATION (2 REQUIRED): PAPER 1 CONNECT WALL TO FOUNDATION z METAL LATHE & PER FRAMING DETAILS B METAL LATHE & PER FRAMING DETAILS a z POLYETHYLENE HOUSE WRAP POLVETWLEME HOUSE WRAP a z OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE Oit EQUAL SYSTEM PROVIDE CONT. METAL TERMITE c� cn o SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE J O FINISHED BASE MOULDING FINISHED BASE MOULDING Q o WEEP SCREED r_ a , MAIN FLOOR MAIN FLOOR F- qV ELEV 0'-0" _ Z 4 'w cri V Z 00 LU Bozcid _ z I; O Q �� 4. . ..... r1l 4" CONC SLAB W/ LU = �, - 4" CONC SLAB W Cly W �► w N J I VAPOR BARRIER N a VAPOR BARRIER/ ~ LU MT z o M F* SEE FOUNDATION C] 10 cD z SEE FOUNDATION � vi w PLAN FOR SIZE AND PLAN FOR SIZE AND Q ILUo� � � EXTERIOR WALL TYPE OF FOOTING TYPE OF FOOTING = 0 C> waC � CLI _ 1 S 'IO I KITH 1 lIl O f z TWO-STORY W LL SECTION �c LU � � ow e► vLU n 1 LU J � a 0 U_ SCALE: 3/4" = 1'-0" 7 SCALE: 3/4" = 1'-011 ;" i SERIAL NUMBER 1014.1 -S`,:Lyres _ Cash . • Receipt . , Receipt r • City of Atlantic Beach j r • • ' DESCRIPTION ACCOUNT CITY PAID PermitTRAK $55.00 RES17-0044, Address: 1847 ATLANTIC BEACH DR APN: 169505 1540 $55.00 TIE DOWN FRAMING 12/01/2017 MJ $55.00 TIE DOWN FRAMING 12/01/2017 MJ 45500003221002 1 0 $55.00 TOTAL ' R3780 $55.00 Date Paid: Wednesday, December 27, 2017 Paid By: ATLANTIC BEACH PARTNERS LLC Cashier: LE Pay Method: CREDIT CARD 9 11%2 Printed:Wednesday, December 27,2017 4:14 PM 1 of 1 A