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1650 Maritime Oak Dr new single-family home permit CITY OF ATLANTIC BEACH j ^� 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: RES17-0069 Description: new single-family home Estimated Value: 280003.55 Issue Date: 8/2/2017 Expiration Date: 1/29/2018 PROPERTY ADDRESS: Address: 1650 MARITIME OAK DR RE Number: 169505 1930 PROPERTY OW NER: 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. Permit City of Atlantic Beach Permit Number: RES17-0069 Description:new single-family home Applied:6/19/2017 Approved:7/14/2017 Site Address:1650 MARITIME OAK OR Issued:8/2/2017 Finaled: City,State ZIP Code:ATLANTIC BEACH,FL 32233 Status:ISSUED Applicant:<NONE> Parent Permit: Owner:TOLL FL VI LIMITED PARTNERSHIP Parent Project: Contractor:<NONE> Details: LIST OF • s SEQ NO ADDED DATE REQUIRED DATE I SATISFY DATE I S DEPARTMENT CONTACT REMARKS 1 6/21/2017 UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes W. ,Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If fie coordination Is needed,call 247-5834. 2 6/21/2017 METER BOX SEWER CLEAN OUT INF00.MATIONAL PUBLIC UTILITIES Kayle Moore Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. 3 1 6/21/2017 RTI SEWER CLEANOUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes A sewer cleanout must be installed at the property line. Cleanout must be covered with an RTI concrete box with metal lid. Cleanout to be set to grade and visible. - 4 6/22/2017 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be Installed and approved priorto beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection priorto start of construction. S 1 6/22/2017 1 FORMATIONAL PUBLIC WORKS Scott Williams Notes-. All runoff must remain on-site during construction. iPrinted:Wednesday,02 August,2017 1 of 2 m Permit City n of Atlantic •ff p� 6 6/22/2017 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Nates: 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. 7 6/22/2017 RIGHT OF WAV RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,Including sod,is required. B 6/22/2017 RUNOFF INFORMATIONAL PUBLICWORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 9 6/22/2017 MA%IMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Notes. Maaimum driveway width within the City right-of-way is 20'. Printed:Wednesday,02 August,2017 2 of 2 City of Atlantic Beach APPLICATION NUMBER Building Department - '" - (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach Florida 32233-5445 tW l 1 r(i Phone(904)247-5826 Fax(904)24 5945JUN E-mail buildmg-dept@coab.us ! Date routed: d�0 �I I I� Cityweb-site: h1tW/wwS.coab.us BY(— APPLICATION REVIEW AND TRACKING FORM Lot t la q Property Address: IU SD I''Q4',-ym 0Department reviewre uired Yes No Applicant: 70V� CID&- PP _ 1�L • onm strelor Project: nkW SH1c��Q— fe `k �LOmAs s y s Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept of Environmental Protection Florida Dept of Transportation St.Johns River Water Management District Any Corps of Engineer; Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS � Reviewing Department First Review: Opproved.�!l � enj/ d. . ❑Not applicable (Circle one.) Comments: �QL J`i " BUILDING PLANNING&ZONING — Reviewed b Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. . []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . []Not applicable Comments: Reviewed by: Date: Revised 0511912017 CITY OF ATLANTIC BEACH a, ice JUL 800 Seminole Road 14 „ Atlantic Beach,Florida 32233 U _ e Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 7/12/17 Received by: Resubmitted: Permit Number. ESI Original Plans Examiner: Project Name: Lot 127 Project Address: 1650 Maritime Oak Drive Contractor: Toll Brothers Inc. Contact Name: Brianna Tallman Contact Phone : 904-405-8969 Contact email:_ btallman(rDtollbrothers com Revision/Plan Check/Permit Fee(s)Due: $ Descriptionof Proposed Revision to ExistingPermit: SPA text for the Atlantic Beach Country Club requires mechanical equipment to be at least Sit from side property hne. Which is now shown on site plans % o.o M me a AS Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I(print nuac) �rlI1Ct 'f t�(\Ot.i'\ affirm that the above revision is inclusive of the proposed ch ges. Slgaature of CA—nIrac[�Or Agent(Commctarmug sign irinemusn in valusurnl Date Omx Ilse CMIy AppmvedRjrdgJ- Nutiriedby: Ulan Review Comments: De arfinent review re uired Yes No — ulldin lanning&Zoni Tree Administrator Plans Examiner u lie Public Safety Fire services Date ou.eanna a..o ZONING REVIEW COMMENTS J ts1 City of Atlantic Beach J x tiN Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 r .J' Date: 7/11/2017 Permit: RES 17-0069 Applicant: Toll Brothers Review: ZONING Address: 160 Cape May, Ponte Vedra Site Address: 1650 MARITIME Phone: 217-0739 OAK DR REM 1695051930 Email: btallmm@tollbrothers.com Correction Comments 1. A/C Location: The SPA text for the Atlantic Beach Country Club requires mechanical equipment to be at least 3 feet from side property lines. Please show that this is being met or revise accordingly. Informational Comments Brian Broedell Planner R.O.W.Permit Attachment_of for R.O.W.Permit$ iasued20 17 Atlantic Beach,FL 32273 Owner's Name: TORFLVI.LP Property Address: 1650 Maritime Oak Drive Subdivision: A tin Bea h untry CI b R.E.q: 169505-1930 REVOCABLE ENCROACHMENT PERMrr THIS REVOCABLE ENCROACEMNT PERMIT, issued on this day of 20_,by Atlantic Beach,Florida,a municipal corporation organized and existing under the laws of the State Of Florida.hereinafter refereed be as"CITY"and Toll FL VI.LP of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: Tut the CITY does hereby grant the USER permission on a«vocable 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). Thisworkisgencrellydescribedas: Pavers in the Right ofw flre,the driyewa Any facility maintem d.repeated,created,and/or installed in the munnise of the privilege granted remains subject to relocation orremoval on thirty(30)days notice by C=to the USER,said notice m USER shall be given by cerdfled mail, «tum receipt requested, to the following address: 160 Cane May Ave Pont.VcdM FL 32081 The depositing of said notice of cancellation in the United States mail shall constitute the notion of cancellation and the burden is upon USER to keep the MY informed ofUSEWs proper address. The USER shall promptly make any and all necessary repairs to any facility erected w maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In du event it is necessary for the MY or the City's approved representative or other franchised utility to most 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 Ore action of maintaining, repairing, operating,replacing,or adding to fthe utilities and facilities of the CITY or franchise utility provider. The facilities allowed by me permit shall meet the current requirements of the City Code,Building Codes,Lend Development Coda,end all other land use and code requirements of the CITY,including City Code Sermon 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 marches the existing and adjoining sidewalks." Page I of 2 The USER, prior to making any changes from the approved plans and/or method, most obtain written approval from the City of Atlantic Beach,Public Works Department, for said change. The USER shall,at the discretion ofthe CITY,be requested m submit as-built drawings showing the change within thirty(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 .it conditions of this permit and to all ofthe applicable State and CITY lawa and/or specifications,to include utilities locate requirements and use limitationsl"mr,mens 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 a 11 of id liabilities are haebyassumedbythe USER. DATED and SI this _day of lune 20 12 By: Steve Mert Division Sr.Vice President,Toll FL VI,LP (to be signed in presence efdo,Notary) STATE OF FLORIDA COUNTY OFDUVAL On this,A day of June 2011 personally appeared before me, a Notary Public in and for said County and State, S1Johne.Florida the property owner of 1650 Maritime Oak Drive Atlantic Beach Florida, known to me in be the peremi(s) described in and 77 wh��.wted the foregoing instrument; who acknowledged to me that he or she exec reef ly and voluntarily and for the uses and purposes therein mentioned. Nc ubl in for said County and Stare MELISSA UEHEftPAAN ` NV COMMI ss'..''FFn6FAS' 'ti � FFPI^nE55epLm0a la.]ati - IwnNtro,tl CITY OF ATLANTIC BEACH,FLORIDA, a municipal corporation: Approved: ScoR Williams Interim Public Works Director Fla.IVIU16 Page 2 oft City of Atlantic Beach � q APPLICATION NUMBER >� Building Department `+' (To be assigned by the Building Department.) - a r 800 Seminole Road J'Y q „ - Atlantic Beach,Florida 32233-5445F— 1 Phone(904)247-5828 Fax(904)247-5845 O �o,rl2. E-mail: building-dept@coab.us Data routed: l 1 City web-site: http9lwww-coab LS APPLICATION REVIEW AND TRACKING FORM ` Lot#bta 9 r,,� Property Address: IU SD I `w ,-,It`�t C)Q t_ 01'• Dearhnent review required Yes No p B Applicant: 117 \ O{OS_� L , nin onin Tree Administrator Project: cWorks is Uti hies Public Safety Fire Services Review fee $ 411 Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Any Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLIC TION STATUS Reviewing Department First Review: E9 pproved. ❑Denied. . ❑Not applicable (Circle one.) Comments: BUILDING PLANNING&ZONINGD Reviewed by: ate: ❑7DenTREE ADMIN. Second Review: Approved as revised. ied. . ❑Not applicable ❑ WORKS Co ants: UB IC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: tievisotl osrttuzon CITY OF ATLANTIC BEACH 'oto 800 Seminole Road Atlantic Beach,Florida 32233 t i if ; , t )` • - Telephone(904)247-5800 FAX(904)247-5845 r REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 7/12/17 Received by: Resubmitted: Permit Number. ESI _ c, ccj_ Original Plans Examiner: Project Name: Lot 127 Project Address: 1650 Maritime Oak Drive Contractor: Toll Brothers Inc. Contact Name: Brianna Tallman Contact Phone : 904-405-8969 Contact a-mail: btallman(ED.tollbrothers.com Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existine Permit: SPA text for the Atlantic Beach Country Club-requires mechanical equipment to be at least - 3ft from side property line. Which is now shown 66, n site plans. Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: rL� Public W/U Approval: By signing below. I (pebr mwre>_71C_701Y\I1Cl �C1.1�1Y1 � affirm that the above revision is inclusive of the proposed chs ges, cly1l a, LIAIDf .Signature of Contractor Agent(emimi"mma Sip ifimc im.awmam) Date Pmce Use Only Dl,w / Approved: Rcjwcd_ Ndifolby: Plan Review Comments- Deriartment review, required Yes No Bulkhn tannin &Zonin Tree Administrator Plans Examiner u tic Works // -� Public Safe _ f-I Fire Services Date eam.nma s.. ZONING REVIEW COMMENTS tsi City of Atlantic Beach D v Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 Date: 7/11/2017 Permit: RES 17-0069 Applicant: Toll Brothers Review: ZONING Address: 160 Cape May,Ponte Vedm Site Address: 1650 MARITIME Phone: 217-0739 OAK DR RE#: 1695051930 Email: btallman@tollbrothers.com Correction Comments 1. A/C Location: The SPA text for the Atlantic Beach Country Club requires mechanical equipment to be at least 3 feet from side property lines. Please show that this is being met or revise accordingly. Informational Comments Brian Broedell Planner City of Atlantic Beach APPLICATION NUMBER y t� Building Department (To be assigned by the Building Department) .� BOO Seminole Road Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 _olov* E-mail: buildingdept@coab.us Date routed: b� Il � IIS Cityweb-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Lot'11; 1 la Property Address: IU S�o Department review required Yes No ,r� e Applicant: ��\ ofOst � . nin onin (�� `- Tree Administrator Project: Otter Stn �Q- 1'�fntky\ A cd iris c Utilities,) Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. . ❑Not applicable (Circle one.) Comments:A// Cel �<k 'f71 � 1 BUILDING /I l• / n PLANNING&ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. . ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [—]Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised 0919/2017 i CITY OF ATLANTIC BEACH 800 Seminole Road s Atlantic Beach,Florida 32233 C7 . . Telephone(904)247-5800 FAX(904)247-5845 Loff 9, I REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT i Date: 7/12/17 Received by: Resubmitted: Permit Number: ESI _ Original Plans Examiner: Project Name: Lot 127 Project Address: 1650 Maritime Oak Drive Contractor, Toll Brothers Inc. Contact Name: Brianna Tallman Contact Phone: 904-405-8969 Contact a-mail: btallmanAtollbrothers com Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to E hitting Permit SPA text for the Atlantic Beach CountryClub requires mechanical equipment to be at least Oft from side property line. Which is now shown on site plans ^ ao S Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(pd., affirm that the above revision is inclusive of the proposed cha ges. —N�la&PQ � .4 Y1 '" '- . Iz I—) Saguature Of Contractor Agent(omfwdmm a sign if increase in valueVion) Dale ORwc Use Only Delo: Appmtzd: _.�z Rcice,ed: NNiWby: Plan Review Continents: ------------- WSewlees t rev(aw re ulred Yea No — -- nl trator Plans Examiner / 17 — � Date ZONING REVIEW COMMENTS ,o City of Atlantic Beach 0 Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 Date: 7/11/2017 Permit: RES17-0069 Applicant: Toll Brothers Review: ZONING Address: 160 Cape May,Poole Vedra Site Address: 1650 MARITIME Phone: 217-0739 OAK DR R : 1695051930 Email: btallman@tollbrothers.eOm Correction Comments I. A/C Location: The SPA tent for the Atlantic Beach Country Club requires mechanical equipment to be at least 3 feet from side property lines. Please show that this is being met or revise accordingly. Informational Comments Brian Broedell Planner }S trLy r CITY OF ATLANTIC BEACH r, } - 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 ' JUL - 6 2017 FAX(904)247-5845 I r f REVISION REQUEST SHEET OR CORRECTIONS TOWVIE'W COMMENT Date:"1 lo' \7l—_.._ Received by: Resubmitted: Permit Number. �,-S_J1 - 00 b fi Original Plans Examiner: Projeci Name: Lo-� \2-1 Project Address: Cal Y'. Contractor:-1yl1 RYD't-1-e-t'S Zf1C Contact.Name: y�C2.YV�lk �Ct.J>, tt�(Xn Contact Phone : cloq- 5�Contact e-mai 1: \oItod k } IJJ/y'n}14 r'S,COM Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: - 1 Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I yam nancj `bn CLY\r'Ck 4?f ^ J X-)CLA"\ affirm that the above revision is inclusive of the proposed changes. � Signature of Contractor/Agent(c.i=imams m,a if Date nlhez Uee Only ' nar Appruwm R0jtQ1W:_ Ndlfc4by_ Plan Review Comments: De tartment review re uired Yes No sora &Zonin Plans Fxaminer Tree Public Works Public Utilities Public Safety Date Fire Services j LJ ZONING REVIEW COMMENTS j6 City of Atlantic Beach " Community Development Department J 800 Seminole Road Atlantic Beach,Florida 32233-5445 Date: 6/23/2017 Permit: RES17-0069 Applicant: Toll Brothers Review: ZONING Address: 160 Cape May,Poore Vedra Site Address: 1650 MARITIME Phone: 217-0739 OAK DR RE#: 1695051930 Email: btallmm@tollbrothem.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 showthe height measured from the grade. 2:A - See a��0.Che d douxfvq-n ema 1 Informational Comments �M i?,,r0_jN -6rbeck,E11 Brian Broedell Planner Brianna Tallman From: Brian Broedell <bbroedeWcoab.us> Sent: Friday,June 23,2017 9:27 AM To: Brianna Tallman .Subject: 1650 Maritime Oak Drive Good morning Brianna, I recently sent you zoning review comments ford at state the A/C equipment needs to be setback 5'from the property lin rub,it only needs to be setback 3'from Sorry about that. Thanks, Brian Broedell Planner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904)247-5822 bbroedellca)coab.us t TOLLARCHITECTURE MEMO TO: Stacia Moore Atlantic Beach Heritage 160 Cape May Avenue Ponte Verda,Florida 32081 CC: Hector Cruz and Jim Palm FROM: Manuel Gonzalez,AIA Toll Brothers, Inc. DATE: June 28,2017 RE: Atlantic Beach Heritage—Lot 0127—Cumberland/Caribbean—AO#148648 Rejection Comments On the above referenced lot,this letter shall be used to revise or clarify the following condition(s): Permit Comment: Bei t: 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 height measured from the grade. Toll Architecture Response: The overall height has been shown on the front elevation; clouded and tagged on sheet A5.81. Please feel free to contact this office if there are any questions regarding this matter. Sincerely, OF F 4 l� Q ° t? cr o �FkED A�G�ti Manuel Gonzalez,AIA AR 96730 City of Atlantic Beach APPLICATION NUMBER .>� Building Department (To be assigned by the Building Department.) 800 Seminole Road {WW1 7 —oo(Q� Iv) Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 b(D E-mail: buildingdept@wab.us Dale routed. City web-site'. hffp://www.coab.us APPLICATION REVIEW AND TRACKING FORM r,A t, Property Address: IU SD I ,-Il -OCl Dertment review required Y No B n Applicant: 70l\ Vows.)-vnL , nin oni Tree Administrator Project: new Stn��Q- Mt\�\ hQ'�SL wo ks is U1 Ries C1 s Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLIC TION STATUS Reviewing Department First Review: proved. ❑Denied. . �ll❑Not applicable (Circle one.) Comments: RIi7�f1 t I' $ n � ) (dvM P1 euse*7 k A fq l t6 1) ';VA .Q I/hv BUILDING PLANNING 8 ZONING Reviewed by: Date:7. 7 �7 TREE ADMIN. Second Review: ❑Approved as revised. ❑ ied. . []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 OFFICE COPY BSc r r CITY OF ATLANTIC BEACH ^IS 'ttt 800 Seminole Road •y Atlantic Beach,Florida 32233 f) Telephone 904 247-5800 in L - 6 2017 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: -1 t—1 _ Received by: Resubmitted: Permit Number. Q l;5 r} - 00 b Original Plans Examiner: Project Name: Project Address:kc,-per VL—L"A-t ire Cc� 1�r. Contractor: zal l Elr it - =es Contact Name: (�a 11 Con hone: 0lo�i-5g5 -52`{3 Contact e-mail: b}eilliyle\Qr\ inlllrv'ni-IQ rS COM evisio Plan Check/Permit Fce(s) Due: $ Description of Proposed Revision to Existing Permit: m Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I fpdmnanm) 'E5n CtnrG V-0-XN affirm that the above revision issiinclusive _of the proposed changes. !o/t�vD'n'U'IOC, 'IQ.(.C.W1'��✓l__ 1' �D ' I1 Signal=ofContractor/Agent icunawtar mug sign it immus,in valuswint Date (� o .U.ouls ngcd: I s A,.,v d;.. )( R,muuA NM6ac4hy: __.. Plan Review Comments: tonh&& Con 'rocfo2 /Jj_c_� - f' mob � P4y___� rOr ea. ld n9 ul De ar6nent ro eview required Yes - anon 8 Zonin Tree Plansl:zammer Public Works Public Utilities A --- Public Safety _ Dale a�.wwvia n..s Fire Services ?i I yy f CITY OF ATLANTIC BEACH i"je 800 Seminole Road r Atlantic Beach,Florida 32233 rl Telephone(904)247-5800 FAX(904)247-5845 Qe Jib REVISION REQUEST SHEET OR ' CORRECTIONS TO REVIEW COMMENT Date: 7/12/17 Received by: Resubmitted: Permit Number. ESI _ Original Plans Examiner: Project Name: Lot 127 Project Address: 1650 Maritime Oak Drive Contractor: Toll Brothers Inc. Contact Name: Brianna Tallman Contact Phone: 904-405-6969 Contacte-mail: btallmantcZtollbrothers.com Revision/Plan Check/Permit Fee(s)Due: $ —0 — Description O —Description of Proposed Revision to Eaistlne Permit: SPA text for the Atlantic Beach Country Club requires mechanical equipment to be at least 3ft from side property line. Which is now shown on site plans. O(11n G1 d-OM MPn. S Additional increase in Building Value: $ Additional S.F. Site Plan Revised: Public W!U Approval: By signing below.laffirm that the above revision is inclusive of tha proposed cha ges. I C4 1L4 Q I X1i C 1C2 �� i t t� Signature of Contractor Agent(cmbmw"n9 sp ffi .i.velmfim) Date n / (1 otnx Use Only Dew: / App.vM Rejected: N.IiaMby: Plan Revi ofr nems Coq +ac t Co a 3<+0� Arc/a- De artment review required Yea A40 ��tn Build) ._...__..._...._-.......-./-I —. lannin2 8 Zon1_rip Plans Examiner Tree Administrator u tic o s —7 , ' g.,K) Public Safety Date p.ueaimar a Fire Services OFFICE COPY BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach,FL 32233 Office(904)247-5826 Fax(904)247-5845 Job Address: 1650 Maritime Oak Drive:Atlantic Beach FL 32233 Permit Number: O(p�7 Legal Description Lot 127 Atlantic Beach Country Club Unit 1 67-52-08-2S-29E Parcel Valuation of Work$ 254.951 Proposed Work fheated/cooled 2107 no-heated/oiled 853 Claes of Work(circle one): G;) Addition Alteration Repair Move Demolition pooUspa window/door Useofexisting/proposed structure(s)(eircle one): Commercial Residential If an existing structure,is a fire sprinkler system installed?(Circle ops): N/A Florida Product Approval# See att �ch�ed For multiple products use product approval form Describe in detail the type of work to be performed:New Residential Construction Property Owner Information: Name:TOLL FL VI LIMITED PARTNERSHIP Address: 160 Cape May Avenue City Ponte Vedra State FL Zip 32081 Phone 904 217-0739 E-Mail or Fax#(Optional)arogem@tollbrothem.com Coptractor Information: CONTRACTOR RMAEL ADDRESS: aroeersAtollbrothere com Company Name:Tol I Bros. Inc Quahfymg 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/Registration#COC 151 5 rehi[ect Name.$Phone# Engineer's Name Phone# C7 u. Fee Simple Title Holder Name and Address 'Tt7L.l_ Bonding Company�t me and Y Address Nlf 9f IkYf/4or� (nrn �J �b�tfykM WG'x»(p ) X02 �,(Q alt 111 Mortgage Lender ams and(�JQreas plication u h=made to cb'01n(a}jperm/l to do the work and installations as indicated 1 cerli(1,that no work or imtdlaHon hay commencedprior to the Issuance ofo permit and that all work will be performed to meet the+mndardr ofall fawn regu/piing comtrucdon in lhu jwisdidioa Thu permit becomes — ..n:Aif...»4:wnn: u.41:��Ityd LL� y:L�.� .. ie... OFFICE COPY DO NOT WRITE BELOW- OFFICE USE ONLY Review Result (circle onel Approved Disapprovcd Approved w/Conditions Review Initials/Date: q. . i Development Size i Habitable Space.WQ7 T-F Non-Habitable 853 s.F Impervious area Miscellaneous Information )ccupancy Group R-3 ype of Construction V (3 umber of Stories ming District 6CL ax. Occupancy Load 'e Sprinklers Required— )od Zone X editions/Comments: iv� City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 NEW WATER/SEWER TAP REQUEST !1 Date /t7-70-17 Project Address 1(d Sy Ur'I✓T(4 i, , E Number of Units Commercial_ Residential Multi-Family 3 " New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) 3 New Reclaim Water Meter_ Size /� New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature �y CITY STAFF USE ONLY Application# Fa (7 — OO(Q { Water System Development Charge $ ( o v Sewer System Development Charge $ S0 , 66 Water Meter Only $ SUV Reclaim Meter Only Water Meter Tap $ Sewer Tap $ Cross Connection $ �� Other $ TOTAL $ � /O ( �• �O (Notes) APPROVED Kayle Moore P.E. Date Public Utilities Director or Authorized Signature `I ' ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED Permv � -# 4ESl7- p069 NOUCEOFCOMMENCEMMNT OFFICE COPY Stag of:FTOR1DA Tax Folio No. 16950LI930 Counryof: DDVAI. To%omlt May Conran: The undersigned hereby informs,you dist vnprovemanb will W made to rerbin real propery,and in eccordulce with Session 713 of We Florida SmbQ[s,the following infonlatiun is stated in dais NOTICE OF COMMENCFMBNT, Le�ID¢aipdon ofpdopmy being improv W: UtIVAtilantisTilubll ' 67-132 Ol Addmuofpnpellybsogimpnved: 1650 MARITTME OAK DRI AN 8 er Oanoaddesedinsnofimprovemwb: NEWHO CONS LCTION Owrl¢TOLL FL VI LMnD PARTNRRSHIP Address: 250 OIBT LTAX anHOgSMAM,P 9060 Owner's interest in sift rfMe inswovemmC FEESTMPLE Fm Simple Titleholder(ifotlrer Nen owner): Nemo: �n TOIL BROS (Pf �1plY/y( 1 Addrasaajd EM Y vWNTEWpg&.FL,2081 1wID Telephone Na: 4042172852 Fan Na: 204,160.2683 Smery(ifany) Address: AmountofHmMS Telephme NoFad No: Name eM address ofarry person meting a loan fm Ne<onWrwtion a(Ne impravemeMa Name: Address: Pbone No: Fax No: Name ofpuaon wiMio Ne StueofFlodida,Odwrtllan aimttl(deaignaded by ownwuponwhom notices maherd«ummn may lis selvM: Name: STEVE M6RTEN D' ' a.V' Pr Address:160 CAPRM YAVF PONTE VFDRA.FL 37081 Telephom Na: 900.2174952 FasNo: 906460-2693 In addition to himself owner duignaw[be following person to reeeive a ropy of the Liumr's Notim m pswided in Section 713.06(2xb),Florida Stanton. (Fill in at Owner's option) Nsme: Address: Telephme No: Fax No: Expiratim dies,ofNetie,ofCommenumenl(Ne expiration date is as,(I)y frmn ds,date ofmonlingmdns a different date is specified): TINS SPACEFORRECORDER'S USE ONLY OWNER f Re$r��:mcN dlysp inrM Counryol9e loNra RAL, M1 perrvdlYappore Nalary Puhlieulrtrge, tlq Ccunry of ST IOIMS. My ronwudm«piry9� 1� 1•umn.11r Known: PmduuE Iam6rwMion: as Cxa2J171E .OFRKMS eflg- T. (a' "4. MELISSALIEEEAMAN N.,Patens � IAV CAM415510N iFFOS5dn5 Ronne F,wwd CLERKCIRCLsTCOURTOGVAL 9.,p.✓ `-%FIRES Sapremnar ra.Ftlt> COUN^.' MGT HSaua uyeomttgem 3ECORCINGslow §§( � �) §)\tSH \ So w2 g - ! ; G % - } \ » y2 » d « 7&§ i�n N r d b o g 3 m o $ v 3 $ Y 51 an '* o m Q E 6 ^ G + + y i N a M O O O O 0 w W w ^ tz g v � ti7 w K e x A rr r r rr r rrc- goo s, a „ O FGy V q r m n P � 3 e � "Il o n m m n O Et ( k | [ ( | / | i | { ! � K ) ! } \ ) � 7 / � n 0 � � \ \ \ \ § k ( ( \ ( / § ( § k § ) * \ { \ \ { J + I } \ ! \ } / E 84 4m. \ / { () \ ( f - ( f / f iy | ` ~ ; ( { } $ 4 } } \ 7) ] [ � \ § 2 ! ( ƒ } / J � . r _ ( § \ \ ( 0 2 a m n 0 � OFFICE COPY -FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING,CONSTRUCTION Florida Department of Business and Professional Regulation - ResidentialPerformance Method ffe er Name: Toll Brothers,Inc. Project Name: Cumberland Atlantic BeRigach CC it Office: Aflantic Beach Street: Lot 127 Atlantic Beach CCit Number: City,State,Zip: Ponce Vedra,FL, jurisdiction: :261300 Oconee Toll Brothers,Inc. ty' St.Johns(Florida Climate Zone 2) Design Location: FL,Jacksonville aIIT s 2200.0 sgftJ Insulation Area 1. New construction or existing New(From Pla .Frame--Wood,Eeenor R=19.0 1980.00 tN 2. Single family Of multiple family Single-family . Frame-Wood,A8lecent R=13.0 220,00I 1 . NIA R= fl' 3. Number of unils,'rf multiple family IN R= (P 4. Number of Bedrooms 3Ceiling Types (2107.0 sqf.) Insulation Area No .Under A%Ic(Vented) R=38.0 1949.00 it 5. Isthis awomt case? .Under Attic(Vented) R=190 158.00%' 6. Conditioned floor area above grade Opt 2107 NIA R- fl° ftf Conditioned floor area below grade(IF) 0Ducts R 85 7. Windows(277.2 sgflJ Description Are a.Sup:Attic,Ret:Attic,AH:Garage 6 2B5 a. U-Factor. Dbl,U=0.33 277.1 SHGC: SHGC-030 Cooling systems kBtWhr Efficiency b. U-Factor: NIA a.Central Unil 38.0 SEER:I4.DD SHGC: W c. U-Factor N/A Whom Efficiency SHGC: 13.Healing systems 36.0 HSPF:8.20 d. U-Factor: N/A ft, a,Electric Heat Pump SHGC: Area Weighted Average Overhang Depth: 4969 %' 14,Hot wale(systems Area Weighted Average SHGC: 0.300 a.Natural Gas Tonkless Cap:1 gallons B. Floor Types 0 sq%.) Insulation Area EF:0.800 a.Slab-On-GmUe2de Edge Insulation R=0.0 2107.00 fe b. Conservation features R- W None b.WA c.N/A R= 112 15.Credits pstat Total Proposed Modified Loads: 49.53 PASS Glass/Floor Area: 0.132 Total Baseline Loads. 58.71 I hereby certify that the plans and specifications covered by Review of the plans and 0y4NESNIF this calculation are in compliance with the Florida Energy specifications covered by this �'4e+ Code. calculation indicates compliance h ° ,•" p with the Florida Energy Code "� - Before construction is completed ed PREPARED BY this building will be inspected for U - a DATE: �J- f" - compliance with Section 553.908 Florida Statutes. I hereby certify that this building,as designed,is In compliance YpD WE�J with the Florida Energy Co BUILDING OFFICIAL: OWNERIAGENT' --4 --� - DATE: DATE: -- - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and an envelope leakage test report In accordance with R402.4.1.2. 4/26@017 2'19 PM EnergYGauge®USA-FlaRes2014 Section R4054.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Betlmams: 3 Address Type: Street Address Title: Cumberland 2107 RightE Conditicnetl Area 2107 Lot# 11 11 11— 11 111111-11I111111 tirr ee Building Type: User Block/SubDivision: Owner: Toll Brothers,IncTotal Stories: 1 platsook: 0o/Units: 1 Worst Case: No Lot 127 Atlantic Beach Rotate Angle: 0 . Count Bulmer Name: Toll Brothers,Inc. County: SL Johns Permit Office: Atlantic Beech Cross Venlilalion: Nq ponle Vedr., Whole House Fan: NO Ctty,Stele,Zip: Judstlidien: 261300 FL, Family Type: Single-family New/Existing: New(From Plans) Comment: CLIMATE ECC Design Temp Int Design Temp Heating Design Dally Temp V Design Location TMV Site Zone 97,5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonvllla FL JACKSONVILLE_ItJT 2 32 93 70 75. 1201 49 Medium BLOCKS Number Name Area Volume_ - - 1 Blockl 2107 21070 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infi11D Finishetl Coaled Heated 1 Main 2107 21070 Yes 4 3 1 Vee Yes Vas FLOORS TileWood Carpel Is Floor Type Space Perimeter R-Value Area _ _... _ -- i 158 K Slan-Oo-Grede Edge Insulahc Main 0 2107 N' -._ 0 0 1 ROOF Roof Gable Roof Solar SA Emil) Emilt Deck Pitch # Type Materials Area Area Color Abnor. Tested Tested maul. (dog) v1 Gable or Shed Composition shingles 2282 f? 43011' Medium DA N 0.9 No 0 22.6 ATTIC 8 Type Ventilation Vent Ratio(1 In) Area RBS IRCC 1 Full atlic Vented 300 2107W N N CEILING g Calling Type _ Space R-Value Ins Type Area _F_raming Frac True'Type 1 Under Attic(Vented) Main 38 Blown 19497NT 0.11 Wood 2 Under Amc(Vented) Main 19 Blown 158 fl' 0.11 Wood 4/2fi120172:19 PM EnergyGauge®USA-FleRes2014 Section R4D5.4.1 Compliant Software Page 2 of4 'I FORM R405-2014 WALLS Cavity Width Haight Sheathing Framing Solar Below AToarAn NInILTYP°----- Space.-due-Et-la--EtJn---A a Value��c6on- ee.�. r.,adel � 7 E Exterior Frame-Wood Main 19 18 0 10 D 180.0 f1' 0 0.23 0.6 D �[,2 N Exterior Frame-Wood Main 19 70 0 10 0 70D.D/P 0 0.23 0.6 0 3 W Exterior Frame Wood Main 19 40 0 10 0 400.0IP 0 0.23 0.6 0 .--�4 S Exterior Frame Wood Main 19 70 0 10 0 7D0.0 fP . 0 0.23 0.6 0 5 E Garage Frame-Wood Main 13 22 0 10 0 220.0W 0 0.23 0.01 D DOORS Storms U-Value Width Height Area # Omt Door Type Space Ft In Fl In None .4 3 8 24 tt' V 1 W Insulated Main 2 8 8 21.3Itt' 2 E Wood Main None .4 �= WINDOWS Orientation shown H the entered.Pro osed orientation, Overhang Well Area Depth Separation Int Shade Screening # Omt ID From. Panes NFRC U-Fetor SHGC - _- - 31.0 0' 7 I 0 in 1 fl 0 in None Interior 5 1 E 1 Vinyl -..E Double Yes 0.33 0.3 31 0 fP 1 It 4 I 1 fl D in Drapesiblinds Interior 5 2 N 2 Metal Low-E Double Yes 0.33 0.3 3 N 2 Vinyl Low-E Double Yes 0.33 0.3 10.7W 1It4 in 1ft0in None Interior �- 31.0W itt4 in 180 in Drepesrblinds interior q W 3 Vinyl Low-E Double Yes 0.33 0.3 96.0 w 10 f10 in 1 hour None Interior s ./' S W 3 Vinyl Low-E Double Yes 0.33 0.3 77,5 ft- IIt4 in-. 180in None Interior5 8 S 4 Vinyl Low-E Double Yes 0.33 0.3 i GARAGE # Floor Area Ceiling Area Exposed Wall PerimeterAvg.Well Height', _Exposed Wall Insulation 49H ..- 9# 0 7 557 fP 557 fP INFILTRATION SIA CFM 50 FLA EgLA ACH ACH 50 # Soups Method 1 Wholehouse Proposed ACH(50) ,000318 1755.8 96.39 181.28 .2446 5 HEATING SYSTEM Efhclancy Capacity Block Ducts # System Type Subtype _, 1 ys#1 1 Electric Heat Pump Spill HSPF:8.2 36 wwlhr COOLING SYSTEM # System Type Subtype E_Kciancy Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:14 36 kBtulhr 1080 oft 0,7 1 eys#1 oIII 4126120172:19 PM EnergyGauge®USA-FlaRes2014Section R4056.1 Compliant Software 3f 4were i FORM R405-2014 HOT WATER SYSTEM Use L 1 Natural Gas Tankless Exterior 0.8 19.1 SatPnt Conservation # System Type SubType Locatbn EF. _,Cap._.____ -__. al 60.9 gat 120 deg None , 9 SOLAR HOT WATER SYSTEM Collector Storage FSEC Cert # Company Name System Model If _Callecmr Model# Area Voluma FEF ft. None None f--- J _SuPPIY— —RetuAir CFM25. CFM25 HVAC# # Location R-Value Area Locationage Type Hantller TOT 011e QN RLF Ha't CaoA01c 6 285 fP Adic lt Leakage Garage (DehdlQ (DafauN) TEMPERATURES pmgmmable Thermostat:Y ID't?(�1 rI 1] Crfeiling Fans: DOG May I` ]] Un trX r[ 1 f` If 1 Nov IH Heating Jan F��Jan Feb lXl M r �(]APr ` May lxl Jun [ Jul [x]Aug 1 Sep [%1 Inl Nov ` I Dec venting Hours 12 Thermostat Schedule: HERS 2006 Reference 4 5 6 T B 9 10 11 Schedule Type 1 2 3 Coo80 80 ling(WD) PM 7 88 78 78 78 78 78 78 78 78 80 88 78 76 Cooling(WEH) PM 7B 78 78 78 78 78 78 78 78 78 ]B 78 Heating(IND) 66 68 66 68 fib fib 68 68 66 66 PM 68 60 fib 68 68 68 68 68 68 68 66 66 Healing(WEH) AM 6B 66 68 68 68 fie 68 68 68 88 68 68 I 4126!20172'19 PM EnergyGauge®USA-FlaRes2D14 Sec0on R485.4.1 pompliant Software Page 4 of 4 FORM R405-201ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX` = 84 The lower the EnergyPerformance Index, the more efficient the home. Lot 127 Atlantic Beach CC, Ponte Vedra, FL, 9. Wall Types Insulation Area 1. New construction or existing New(From Plans) R=19.0 198D.o0 ft' a.Frame-Woo4 Exledor Single-family ff' 2. Single family or multiple family 4.Frame-Wood,Adjacent R=13.0 220.00 IP 3. Number of units,R multiple family 1 c.NIA fl' d.NIA R= 4. Number of Bedrooms 3 10.Ceiling Types Insulation Area No a.Under Auto(Vented) R=38.0 1949.008' 5. Is this eworsf case? 2107 b.Under Auto(Vented) R=19.0 158.00n 6. Conditioned floor area In) c.NIA R Description Area 11,Duds R ff 7. Windows" 277,178' a.Sup:Attic,Ret Aflic,AH:Ganga 6 28855 e. U-Factor: D41,U=0.33 SHGC: SHGC-0,30 b. U-Fedor. NIA 8' kBtulhr Efficiency SHGC: 12.Cooling systems 36.0 SEER:14.00 a.Central Unit c. U-Fedor: NIA SHGC: katWhr Efficiency d. U-Factor. WA 8' 13.Heating systems 36.0 HSPF:8.20 SHGC: a.Electric Heat Pump Area Weighted Average Overhang Depth: 4.968 Area Weighted Average SHGC: 0.300 14,Hot water systems Cep:1 gallons 8. Floor Types Insulation Area a.Natural Gas EF:0.8 a.Slab-On-Grade Edge Insulation R=0.0 2107.00 n b.NIA R= to Conservation features c.NIA R- None Parer 15.Credits 9Y Y g GF�tsc 5714p6 I certify that this home has complied with the Florida Ener Efficient Code for Building Construction through the above energy saving features which will be installed (or exceeded) �y oma, in this home before final inspection. Otherwise,a new EPL Display Card will be completed, based on installed Codec pi t features Builder Signature: �—�— Date: \ Cit Address of New Home:l(,Fif)MQYI�I m� f`IIA IC-'pf-, City/Fl-Zip: WE `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 Cot octane a list othe f certfled Retest(321) 638-1492 or see the EnergyGauge web site at energygauge com for For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/26/20172:19 PM EnergyGauge®USA-FleRes2014 -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 127 Atlantic Beach CC Permit Number: Pont.Vedra,FL, MANDATORY REQUIREMENTS See individual code sections for full details. ❑ 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy Performance level(EPL) display Card be completed and cedwed by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Statues)requires the EPL display card to be included as an addendum to each sales Contract for both reseed and nonpresold residential buildings,The EPL display card Contains information Indicating the energy performance level and efficiencies of Components Installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate Compliance for the building.A copy of the EPL display card can be found in Appendix C. ❑ R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4 4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402A.1.2.The sealing methods between disomllar materials shell allow for differential expansion and Contraction. 11402.4.1.1 Installation. The components of the building thermal envelope as listed In Table 8402.4.1.1 shall be Installed In accordance with the manufacturer's Instructions and the criteria listed in Table 402 4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and veriy compliance. • 8402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rete 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 6.Testing shall be conducted with a blower door at a pressure of 0.2 Inches w.g.( 0 Pascals).Whore required by the code official,testing shall be conducted by an approved third party.A wrigen report of the results of the test shall be signed by the party conducting the test and provided to the coda 5 official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Dunng testing: beyond the intended weatherstripping or 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed, y other infiltration Control measures; but not sealed beyond intended 2.Dampers including exhaust.Intake,makeup air,backdrafl and flue dampers shall be closed, Y infiltration Control measures; 3.Interior doors,If installed at the time of the test,shall be open; 4.Ederior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems.N installed at the time of the losgt?II hall bebfull turoen.ff;and 6.Supply and return registers,If installed at the time of the test, Y P O 8402.4.2 Fireplaces. New wand-buming fireplaces shall have light-fitting flue dampers and outdoor Combustion air. O 8402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air Infiltration rate of no more than 0.3 cam per square foot(1.5 Us/m2),and swinging doors no more than 0.5 chn per square foot(2.6 Uslm2)I when tested according to NFRC 400 or AAMAM1DMArCSA 10111.S.21A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. ExcepOon: Site-built windows,skylights and doors. O 11402.4.4 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 rale not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 par(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket mr caulk between the housing and the Interior wall or calling Covering. ❑ R403.1.1 Thermostat provision(Mandatory). At toast one thermostat shall be provided for each separate heating and Cooling system. ❑ R4034.3 Heat pump supplemerdary heat(Mandatory). Heat pumps having supplementary eleclric�reslatence heal shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.2.2 Sealing(Mandatory)AII ducts,air handlers,and filter boxes and building cavities that form the primary air Containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accoMan. with Section 0403.2,7 2 of the Commercial Provisions of this code and shall be shown to meet duct lightness crena by post-consbutllon or rough-In testing below. Duct tightness shall be verified by testing to Sechon 603 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction lest:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 11n01square feet men u act2)of conditioned nditionle floor area All when tested at a pressure differential of 0.1 Inches w.g.(25 Pa)across the entire system, g the register boots shall be taped or otherwise sealed during the test. 2. Rough-in test Total leakage shall be less than or equal to 4 cfm(113 Umin)per 1 do square feet(9.29 m2)of comiltioned Door area when tested at a pressure differential of 0.1 inches Cog.(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 be less than or equal to 3 Club (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 4262017 219 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Pagel of FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as duds or Plenums ❑ R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105-F(4PC) or below 55°F(13'C)shall be insulated to a minimum of R-3., 11403.3.1 Protection of piping Insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hat-water circulating pump when the system is not In use. ❑ R403.4.3 Heattraps(Mandatory). Storage water heaters not equipped with Integral heel traps and having vedical pipe deers shell have heal traps Installed on both the Inlets and outlets.External heat traps shall consist of either a commercially available heat trap or s downward and upward bend of at least 3 X inches m s( m)in the hot water distribution line and cold water line located as close as possible to the storage lank. ❑ R403AA Water heater efficiencles(Mantlatary). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall ba 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(36'C to 60-C). ner hall lied R403AA.1.2 Shutdown. A separate switch are clearly marked circuit broz to sannt the energe ovidedy suppled to the matin bpentilt the power o ne(s) to electric service systems to be turned off.A separate valve shall be proP of combustion hypes of service water heating systems to be turned off. minimum effird...as Of O 8403.4.4.2 Water heating equipment. Water heating equipment installed in res oiall Provisbnunits ls for thel meet type of equipment installed. Table 0404.2 in Chapter 4 of the Florida Building Cotle,Energy Conservation, Equipment used to provide heating functions as pan of a combination system shall satisfy all stated requirements for the appropriate water haatingostagory. Solar water heaters shall met the criteria Section R4034.4.2.1. R403AA.24 Solar water heading systems. Solar systems for domestic not water a Flora tan are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the brlda Soler Energy Center Directory of Cedfed Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Metio dsfor Solar wlatesrs and SRCC Standard TMA,Solar Domestic Hot Water System and Component Test Protocol, ed heating systems should meet the creating criteria: 1. Be Installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that ctsthe requirements meansof ventll'hen. Florida Building Cotle,Residential ar Florida Building Code,Mechanical,as applicable, approved Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system Is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacitiesat the design conditions described in Section 11302.1.This code does not allow designer safely factors,provisions for future expansion or other fedora 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. acity inot less • equipmentR4II3.6.1.1 Cooling calculated total load,but not more than ifCoding equipment l5timesgreater thanhe total load calculated according to the prc ocedure selectedInn the Section 403.6.or the closest available size provlded by the manufactumes Pmdud lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. I I nnarvnn o-+conn F.nernvGauae®USA-FlaRes2014 -Section 11405.4.1 Com Page 2 of 3 FORM R405-2014 Continued) MANDATORY REQUIREMENTS - O R403.6.1.,Cooling equipme ,opacity.(continued) The published value for AHRI louse capacity is a nominal,rating-test valve and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select Doling-only emperatur.This design dry but selection shall ce used to select colinganly equipment.This selection shall he bbe lowssed rcim provn the ltledrby the expanded tpe tomance data. load calculation(or entering water temperature for water-source equipment), the design value for entering wet bulb temperature end 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 he load calculation and shall be adjusted for return side gains if the return duct(s7 Is installed In an unconditioned space. Exceptions: 1 ted total sensible iload but not'evidential a equipment 80 pes of8hal load calcul may be salaried so that its Doling capacity is less than e Attached single-and 2, When signed and sealed by a Fladda.feglslered engineer,in attached single-and multi-family units,the expertly of equipment may be sized in accordance with god design Practice. O R403.6.1.2 Heating equipment capacity R4D3.6.1.2.1 HeatR403.6.1.1 and the heat Pump totalsHeat pUMPS coolling capacity meal net be mozing shall be based on re thanllng 1,15 Imes greater thanuirements" the desiglated n cool ng load 8403.6.1.2.2 Electric resistance furnaces. Electric resistance furnams shall be sized within 4 kW of the design requirements calculated according to the procedure selected In Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess coaling or heating equipment capacity on an Intermittent basis,such as anticipated additional leatls caused by major entertainment events,shall have equipment sized or controlled to prevent ondnuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or healing to the major entertainment areas. 2. A variable capacity system sized far optimum pertrmance during base lead pends Is:chided, with Sections El R4037 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply C403 and C404 of the Commercial Previsions In lieu of Section R403. ❑ R403.8 Snow malt system controls(Mandatory). Snow and Ice-h`-Ift a3 systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when he pavement temperature is above 56-F',and no Pre ipitant is felling 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(Mandatoryl. The energy requirements far residential pools and a [3R403.9 spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSIIAPSP-15.The energy requirements for portable spas shall be in accardar ce with ANSIIAPSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a mad ily accessible on-oft switch that is mounted outside the healer to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-Orad pool and spam heaters shall have a minimum meanest efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested In accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. rdance R403.9.1.2 Heat Pump Pool heated. Heat Pump pool heaters shall have test COP of 4.0 whenentlabtested intoc19 wih AHRI 1160,Table 2.Standard Rating Conditions-Low Air Temperature.A est report from ed Independent laboratory is required to verify procedure compliance.Occidental swimming pool heat pumice ere not required to tensemeet n pumps O Ra93.B.2 Time switches. Time switches or other oniml method mat can out' malically tum aft and on haters antl pumps according to a preset .2 Time le shall be installed on alt heated and pumps.Heaters,Pumps and mature that have built in timed shall be deemed in schedu compliance with this equipment. Exceptions: require 24-hour pump operations, 1. Whe Public health standards ool heatin s tems. 2. Where Pumps are required wa to operate solar-and se-heat-recovery p g 15 3. Where pumps are powered exclusively from on-sfte renewable generation, ed with ova or-retertlent over on or OCove. Heated at the wateSurace ore iquid ot ver or other means proven permanently educeheattosstl spas shall be equipp P Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heal Pump or solar energy source computed over an operating season. uffs ❑ highcHlocy lamps orapmin mum of]5 percent of permanently instminimum of 75 alled lightingf.nt of efixturesishapermanently lr contain ionly high eifficacylamps s shall be Exception: Low-voltage fighting shall not be required t utilize hilt -efifil lamps, Sams shallot have continuously burning pilot lights O 11404.1.1 Lighting equipment(Mandatory). Fuel gas lighting sy ❑ 8405.2 performance ONLY man All dulls not entirelysshall shave minimum nsu ation of R-ing thermal 19 shall be Insulated to,Where single eseemby ofmum of R-6 he exposed deck and beam type or O R..cret 1 perfdeck roofs do of LY.have Ceiling concrete deck roofs do not have suffionl space.R-101s allowed. page 3 of 3 4/26@017 2:19 PM EOergyGauge®USA-FlaRes2014 -Section R405.4.1 Cam FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Builder Name: Toll Brothers;Inc. Project Name: Cumberland tic B Right E Permit Office' Atlantic Beach Street: Lot Panda Ver antic Beach CC Permit Number City,Btele,21p: Pante Vetlm,FL, Jurisdiction' 261300 Omer. Tall Brothers,Inc. 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 bartier. Breaks orjoints in the air barrier shall be sealed. Alt-permeable insulation shall not be used as a sealing material. Ceiling/attio The air barrier in any dropped ceilingisofrn shall be aligned with the insulation and any gaps in the air harrier 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 he sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim oists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be Installed to maintain permanent contact with underside and cantilevered Floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation,insulation shall be permanently attached to the crawlspace walls. Exposed earth In unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts,utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight,IC rated,and sealed to the drywall. Plumbing and wiring Batt insulation shall be cul neatly to fit around wiring and plumbing in / exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building lhennalenvelope shall he sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on 9replace walls.Fireplaces shall have gaskeled doors Page 1 of 1 4/26@0172:19 PM EnergyGaugalb USA-FI.Re52014 Section R4054,1 Compliant Software FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Builder Name: Toll Brothers,Inc. Project Name: Cumberland 2107 Right E Permit office: Atlantic Beach Street: Lot 127 Atlantic Beach CC Permit Number: City.Stale,Zip: Ponta Veda,FL, Jurisdiction261300 Design Location: FL,Jacksonville Cond.Volume: 21070 cuff Cond.Floor Area:: 2107 5111 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: .. R:_..—..—. CFM(50): Sin Ig a or Multi Point Test Data ELA: —. HOUSE PRESSURE FLOW: EgLA: ACH: — ACH(50): — SLA: l be tested and verified as having an leakage Tate of not ng 5 air es in Climate Zones it and 2,3 air changes perlhou r io Climlate Zones 3 through 8.Testing hall berconducted with a blower dolorr at a presau9e of Br2 our inches w.g. (50 Pascals).Where required by the code official,testing shall be conducted by an approved[hurt party.A written report of the results of the test shall be signed by the party conducting the test and provided to Ne code official.Testing shall be performed at any time atter 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 Inhibition control measures: but not sealed beyond intended arbitration2.Dampers including exhaust.Intake,makeup air,backdaft and flue dampen shall be closed, control measures; 3.Interior doors,If installed at the time of the lest,shall be open: 4.Exterior doors far continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating antl coaling systems,if installed at the time of the test,shall be turned off,and 6.Supply and return registers,if installed at the time of the fest,shall be fully open. required uired by the code official, �OF1HG Sr.4 1 hereby certify that the above envelope leakage 9 by h a C performance results demonstrate compliance testing shall rd arty.conducted n "' o with Florida Energy Code requirements in approved third party. accordance with Section R402.4.1.2. report of the results of the test shall _ be signed by the third parry conducting the test and provided to iaS SIGNATURE: the code official. •l4,a y'�Q PRINTED NAME: BUILDING OFFICIAL:_ DATE: DATE: �—--_ Page 1 011 4/26/20172:19 PM EoergyGauge®USA-RaRes2014 .Section R405.4.1 Compliant Software Jab: , Project Summary Dat•: rEntire House By: Saltlie Guintivan6 McGowan's Heating & Air Conditioning, Inc. GI m ne-9042]8-0339 Fm:9041960388 Emeik kamgpmcOwsnaec om VJeE:vmv/.mc0owavec com Proiect Information For: Toll Brothers FI Notes: Cumberland Weather: Jacksonville NAS, FL, US 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 grAto Heating Summary Sensible Cooling Equipment Load Sizing Structure 22413 Btuh Structure 19342 Btuh Ducts 3239 Btuh Ducts 4254 Btuh Central vent(0 cfin) 0 Btuh Central vent(0 cfm) 0 Btuh (none) Humidification 0 Btuh Blower 0 Etch Piping 0 Stub Equipment load 25652 Stub Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 23996 Stub Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Structure 3272 Btuh Fireplaces Ducts 727 Btuh Central vent(0 cfm) 0 Stub Heating Cooling (none) Area(it-) 2107 2107 Equipment latent load 4899 Btuh Wlume(ft) 21070 21070 Air changes/hour 0.32 0.16 Equipment total load 28895 Btuh Equiv.AVF(Cfm) 112 56 Req.total capacity at 0.70 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carder Trude CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO360000BO Cond CH14BO360000BO Con AHRI ref 9162429 Coil ref FB4CN9 Efficiency 8.2 HSPF Efficiency 11.5 EER,14 SEER Heating InputSensible cooling 23100 Btuh Heating output 33600 Btuh @ 47-F Latent cooling 9900 Blum Temperature rise 29 -F Total cooling 33000 Btuh Actual air flow 1050 cfm Actual air flow 1050 cfm Air flow factor 0.041 cfm/Btuh Air flow factor 0.044H2cfm/Buh in Static pressure 0.50 in H2O Static pressure 0.50 n H2O Space thermostat Load sensible heat ratio 0.86 Capadtybalance point=27"F Backup: Input=7 kW, Output=25385 Bluh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. L'` 2017 Pyr-26 �P wrightsoft' ..In a°iair by Mob.17.621 Rsw3°°0 p'ee1 11rir+t+ _cNan\Toll BmNers\CUMBERlANO 210r FgM E.rvp GIc=MJ8 Fnvlewrlaz°s: E " First Floor M win Maslen 10.6 14x6 5' 8' 6x10 14x14 e' 12 Q.. 6x10 *A Both YFan Wt, 5.. 2•• 12x12 Family 3"Fan g� BATH Bx 14 6x10 Dad2. 6" 6" 4' 16x24 18'• 14' 1212 12x6 1D x6 6' /" 6.. lox KitcM1eri 10 9' D 6x 1,Bed 3::,,. 6" By g. O Pan D O U.6 6.1 12x6pR Ga290 �1 iYln9a mx10 Job M MCGowan's Heating &Air Condition!... scale: 1 : 105 Performed by Saldie Guintivano for: Page 1 Tall B.In— 4850 Collins Road Comfort Builder by Mighlsofl Orange Park,Fl 32073 1]0.21 RSU03444 FI Phone:904-278-0339 Fax.904-278-0366 2017-Apr-2813:54:51 w.lw.mcgowansaacom karey®mcgvsemonacom ...hero\CUMBERLAND 2107 Right E.. Job: Manual S Compliance Report Data: dreCawa Entire House 6y: saddle Guimivanu McGowan's Heating &Air Conditioning, Inc. 4M CaWna imam.Oman,Pak,R 3203 Pama:90. V"339 F-90427"" Email:WOMCmWq anaac.mmN b. nnc ammc-waa Project Information For: Toll Brothers FI Cooling Design Conditions Outdoor design DB: 99.3°F Sensible gain: 23996 Btuh Entering coil DB: 75.8°F Outdoor design WB: 80.0°F Latent gain: 4899 Blob Enteringwil WB: 62.9°F Indoor design DB: 75o*F Total gain: 28895 Blulb Indoor RH: 50% Estimated airflow: 1050 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO360000BO+FB4CNP036L Actual airflow: 1050 Elm Sensible capacity: 24492 Btuh 102%of load Latent capacity: 4959 Btuh 101%of load Total capacity: 29451 Btuh 102%of load SHR: 830/6 Heating Equipment Design Conditions Outdoor design DB: 33.5-F Heat loss: 25652 Btuh Entering coil DB: 69.6-F Indoor design DB: 70.0"F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14N6036000080+F84CNP036L Actual airflow: 1050 dm Capacity balance: 27 "F Output capacity: 27248 Btuh 106%of load Emnamicbalance: -99 -F Supplemental heat required: 0 Btuh Backup equipment type: Else strip Manufacturer: Model: Actual airflow: 1050 Elm Output capacity: 7.4 kW 99%of load Temp.rise: 42 °F Meets are all requirements Of ACCA Manual S. Wil,,2813.5332 wrightsoft' Commit Buadarby wicM.nn 17021 asu034a4 Paas+ im _mwnollB 0amTDMBEFdMD 2107 RI0m1 E.np talc=MJ8 Finaa Doal 03 E Duct System Summary Dat Entire House By: SaldieGuinrivano cCiaWa5I _.�_� . McGowan's Heating &Air Conditioning, Inc. 4050 CdIIns ROM,Otuge Ped,F132073 PMne:W4.2780339 Fep 93421603f5 Em011aec.wm K§L:wxw.m1c 1-htnom Project Information For. Toll Brothers FI 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 0.278/0.112 in H2O 0.278/0.112 in H2O Lowest friction rate 0.095 in/100ft 0.095 in/100ft Actual air Flow 1050 dm 1050 cfm Total effective length(TEL) 410 ft SupplyDetail Table Htg Clg Design Diam H x W Dud Actual Ftg.Egv Name (Btuh) (dm) (dm) FR (in) (in) Mall Ln(ft) Ln(ft) Trunk BATH c 131 4 6 0.122 4.0 Oxo VIFx 42.1 185.0 st2 Beat h 1729 71 53 0.120 6.0 Oxo VIFx 46.0 185.0 st2 BM h 2104 86 68 0.158 6.0 Oxo VIFx 30.4 145.0 SO Fainly c 3824 122 170 0.125 8.0 Oxo VIFx 37.9 185.0 st2 F•mryA c 3824 122 170 0.100 8.0 Oxo VIFx 51.8 225.0 st3 Feyaz h 1940 79 64 0.162 6.0 Oxo VIFx 26.1 145.0 SH gnmen c 2209 57 98 0.119 TO Oxo VIFx 48.5 185.0 st2 A, c 1428 33 64 0.162 5.0 0x0 VIFx 26.5 145.0 sit umn9 h 4151 170 120 0.154 TO Oxo VIFx 35.8 145.0 SH M B d, h 932 38 25 0.098 5.0 Ox 0 VIFx 58.2 225.0 st3 M.. h 2180 89 38 0.095 5.0 Oxo VIFx 66.8 225.0 st3 Mem, c 3631 148 162 0.099 8.0 Oxo VIFx 54.6 225.0 st3 Pen h 728 30 11 0.154 4.0 Oxo VIFx 36.0 145.0 sti c 33 1 1 0.099 4.0 0x0 VIFx 54.6 225.0 st3 SupplyDetail Table Htg Clg Design Veloc Diam H x W Dud Name Type (dm) (dm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 398 396 0.095 507 12.0 0 x 0 Viri sl2 st2 Peak AVF 652 723 0.095 676 14.0 0 x 0 VinlFlx all art Peak AVF 1050 1050 0.095 752 16.0 0 x 0 VinlFlx i 201]-Pyr-2613:5332 -lid- wrightsoft• Comron Bugg¢,0y MIRI,ga 17 o 21 Rsue3M4 Pe9e4 11C ._d1Onn011 BmNas\COMBERLWO 2107 Right ErvP Cag•MJ8 Front O-rfca: E Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Dud Name Size(in) (dm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mall JT�Rkrb4 0x0 392 503 117.7 0.095 641 120 Ox 0 VIFx rb3 0x0 189 167 104.7 0.107 540 8.0 Ox 0 V2 rb2 0x0 335 252 96.7 0.116 961 B.0 Ox 0 VIFx ml 0x0 134 128 682 0.164 500 7.0 Ox 0 VIFx Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Dud Name Type (dm) (dm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1050 1050 0.095 594 18.0 0 x 0 ViRIFN I I I' I i wri htsoft' 2019-4i,M 1]53:32 M4.Tn 9 C0Mf0RaUIMerG PMyMs08110.11 RSM3444 P,0 ,.uWT.H 9mNers\CUMBERIAN021W RIBM E mp Calc=MJ8 Fmnl NwhmSE 1 OFFICE COPY r EJfl7 gp9$ yg gp $g gp pg a1ua� ` N07 SII G hh � s I� 1h Iif _ L4 7s o Gq I �� - 10'CEIpNG 10 CEILING -gyp 1�Po -� ilia FIRST FLOOR . SCALE: 1 /4" OFFICE CO BCS WLDING DMPGNENT UPPLT� NC. 4627 JP HALL Blvo. S.n,. 2DB GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 IF, 904.529. 1406 BEARING HEIGHTS _ - - E 7:1 1 0'- 1 1 /B" ` S J 9'-1 1 /8" _ _. � I I LAB � dEAP — � s 1r 8 6 THIS IS A TRU� PLACEMENT DIAGRAMM ONLY. . EPE - --`. These busses are designed as individual bunco Components to be 9 Po 's 2 incorporated into the buildingdesign at I - - E. _ _ the specification motion of the building II r' r}J`- a _. 9'71 _ T designer See individual design sheets for each truss design identified on the V �� placement drawing. The building Ali 9 designer is responsible for temporary a IICESNs $ and permanent bracing of the roof and 'n floor system and for the overall structure.The design of the buss i... - '� °i ED; support structure including headers, beams,walls,and columns is the w- responsibility of the building designer. §§ g g §§ §§ 99 gg For general guidance regarding bracing,consult"Bracing of Wood Trusses"available from the Truss Plate ii Institute, 583 D'Ongdo Drive;Madison, .111 WI 53179. >w ATTENTION. Refer to truss layout and engineering documents that arrive with delivered field busses. Unless noted otherwise,all beams are by others. -7:L' REVISION DAnE RAS 0I/14/I6 CLIENT TOLL BROTNCRO BuBOMe1GN 'ATLANTIC BEACH HERITAGE MODEL CUMBERLAND E.wrI N CARIBBEAN DRAWN BY LOT RAS DATE _"OUT04/26/2017 27 R F 12846 mm wia r r _ Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Mffeke RE: 12846TOA- The Cumberland MiTek USA, Inc. Site Information: 6904 Parke Eat Blvd. Customer Info: Toll Brothers Project Name: . Model: Cumberland-Caribbean Tampa,FL 33610-4115 Lot/Block: 127 Subdivision: Atlantic Beach Address: 1650 Maritime Oak Dr., . City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record,It there is one,for the building. Name: Lou Pontigo License#: 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: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 59 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 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name I Date No. Seal# Truss Name Date 1 1 T11134572 EJ02 5/15/17 18 111134589 701 - 5/15/17 �2 11111345731 EJ03 15/15/17 119 T111345901T02 15/15/17 3 17111345741 EJ04 15115/17 120 1711134591 1703 5/15/17 1 4 TI 1134575 1 EJ05 5/15/17 21 771134592 T04 �51115 T11134578 EJ06 5/16/17 22 711134593 T05 6 T11134577 EJ07 5/15/17 23 711134594 706 7 T11134578 EJ15 5/15/17 24 711134595 T07 •- 1 B T11134579 EJ77 5/15/17 25 T11134596 T08 5/15/17 9 T11134680 EJ18 5/15/17 26 771134597 T09 5/15/17 10 T11134681 EJ61 5/15/17 27 T11134598 T10 5/15/17 11 711134582 HJ02 5/15/17 28 711134599 T11 15/17 12 711134583 HJ03 5/15/17 29 T11 334600 T12 15/15/17 1 13 111134584 1 Jul 5/15/17 30 T11134601 T13 5/15/17 1 14 711134585 PB01 5/15/17 31 711134802 714 5/15/17 15 711134588 PB02 5/15/17 32 T11134603 115 5/15/17 16 T11134587 PB03 5/15/17 33 T11134604 716 5/15/17 117 T111345881 PB04 15/15/17 34 IT11134605IT17 15/15/17 The truss SA, Inc.under my direct sine bion bve ave been prepared by ased on the parameters MiTek ,,�pO ,AS A. Y P P �.`q'Z':�..�'ENSF''q'Li�i. provided by Building Component Supply. Truss Design Engineer's Name: Albini, Thomas No 39360 c My license renewal date for the state of Florida is February 28,2019. IMPORTANT NOTE: These al on these truss component and that the certification 0:• ST OF that the engineer with AN It licensed in the esigns are b)ed upon and that the p designs comply with ANSIrtPI 1. These designs are based upon parameters �1,�(C• . O Rt shown(e.g.,loads,supports,dimensions,shapes and design codes),which were Iii SS ••• ..... given to MiTek. Any project specific information included is for MiTek's customers /ON Al 00 file reference purpose only,and was not taken into account in the preparation of 1111111110 , these designs. MiTek has not independently verified the applicability of the design Tnamse.N PE No 911380 perimeters or the designs for any particular building. Before use,the building designer MRekus0.me acen 6aM should verify applicability of design parameters and property incorporate these designs 89M1§MEat BNB.T=p ft33810 into the overall building design per ANSI/TPI 1,Chapter 2. pat: May 15,2017 Albani,Thomas I of 2 r i RE: 12846TOA - The Cumberland Site Information: Customer Info: Toll Brothers Project Name: . Model: Cumberland- Caribbean Lot/Block: 127 Subdivision: Atlantic Beach Address: 1650 Maritime Oak Dr., . City: Atlantic Beach State: FL No. SeaIN Truss Name Date 35 T11134606 418 5/1'17 38711134607 T19 5115117 L7 17111346081 T20 1511'17 138 17111348091721 1511 5117 139 17111348101@611 T22 15115/17 1 140 IT11134T26 15115/17 141 IT11134612IT27 15115/17 142 1T11134613 T28 15(15/17 143T11134614 729 5115117 44 711134815 730 5115117 45 711134818 T36 5115117 46 711134617737 '1517 7111348 18 18738 511'17 4L78 711134619 T38 5/15/17 49 IT11134620IT40 5/15/17 150T111346211T41 15/15117 1 51 7111346221742 15/15/17 152 IT11134623IT43 15115/17 53 1 T11134624 1 T44 5/15/17 54 T11134625 T45 5/15/17 55 T11134628 T46 '15/17 1 58 T11134627 747 '15/17 OFFICE COPY 157 T711346281T48 15/15117 58 711134629 749 '15117 159 17111346301 T50 15/15117 1 2 of Job TNAc Trw Type --j CRY Ply The Continuous Tiff 5 12B18TOA EJ02 JeckApen 3 1 BWMIrp Componenl8uppty, Jeckaomllq,FL-32256, 0.110sAp132D17.she.....ndushiee,lm. on May 1515:05:282017 Pagel ID:xOnVlbRIQWWSMOWWryMue3yOB PCGWOLYGd IUMrUZcllnWMNF,R DNg 2-0 0 2M Bale=1:12.8 2 ]W12 1 4 3 a8 II ?Po 200 LOADING(pso SPACING 2-0-0 CSI. DEFL In gw) based UO PLATES GRIP TCLL 20.0 Plate Cup DOL 1.25 TC am Ve,1(LL) 0.00 4 >999 240 MT20 24x190 TCDL 10.0 Lvnber DOL 1.25 BC 0.01 Ved(TL) -0w 3d >999 180 SCLL 0.0 ' Rep Suess bar YES WB 0.00 Horz(TL) -0.00 2 We rod BCDL 10.0 Code FBC201W PY2007 Manix-MR Weight 711, FT=2090 LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural Ymod sheathing Erectly ap IIW or 2"oc Whirs, BOT CHORD N4 SP No.2 eroWt end vehicaB. WEBS 2x4 SP No.3 BOTCHORD Rigid calling drectly applied,or l 0-0-0w raring. MITek recommends that Stabilizers and,requhed cross boazllp be Installeb during truss eredlon,In accordance MM StaMllzer Installation guide. REACTIONS. gblslzs) 4=74N5-8,2=52IMecharlcal,3=2& nanlsal Mex Harz 4-W(LC 12) Max Upl6 4-16(LO 12).2=47(LG 12),3=28(!-C 12) Mar Guy,4-74(LO 1),2=57(LC 17),3,16(LC 3) FORCES. (ID)-Max.Gomp.IMax.Ten.-Allloroe5250(Ib)orlessmeeplufianshovm. NOTES t)W IM:ASCE 7-1Q VuIL-130mph(3 Md gu )Veal=101mph;TCDI=SOp t,BCDLS.opaf;8250;8d51t L-24f1;eav ft;Cat. Il;Eql C;End,GCp=018;MW FRS(dextarral)ad C-C Esherior(2)mne;and vertical left exposed;porch left and right sglosed;C C for mambere and,forces S MFRS for reactions shown;Lumber 001-1.60 plate grip DOL1.60 2)This Imes hes been designed fm a 10.0 par bo0om chord We lead nenwnwrrenl With any other We bark. 3)'This Imas has been designed lora IIw bad of 20.0psl on the bottom Mood in all areas xiiere a reclmgle 3A 0lull by 2-0-0 Wids Wl n1 bearean the Md.cMod and any other member. 4)Hot.to girder(.)br hues to huaz wndedione. 5)Provide medial connection(by others)of twss to healing plan,capaNa of wiHstarding 10016 uplift at joint(s)4,2,3. QWJ aMMG-Yvrlry OWpn pernMenuq NfAO NOTf8M1YXHIXO NCLWfb Mllfl[Ffff/YNCf I10f IM)4TJ m.1a911dI6BPlOPEVef. � IN�ry{n vNkl loi�m n�Y vN �kalxt®cpnx;lms.M[CefYfk daatlonlYM^r�WOnelers Lnwn.adkM an YWtMq WtlFy caryurenl.ml Irwsy[lem.Belau we.IM MNNptleYyer mut veilNlM gyAlctlMlNof Veskm q+anelenaM gol�nY eraPaaq RA�LLT'nlo Xra overzi WdrBYk'kP ®¢hg Yxlcaletlhlo gevanl[w[:kk9otlMNtlwllruvweD W)atlntlmembaiaYY. AMIMvI langxayad�mvanibaclrg MRe k' kaY,ms�awree rw«xwWadmwen wlx4+�wnn l>aw>'e ce�+me euraawocemwe.Farua�mle�lmareeaaclre IMk[abL[laoaa a9Nery orecMnm]M¢bp orinwosaM mmeyaromeanMNwINIOWMC41wq,baa2f meaGil w2aP�elaroaeal Tvgo H. FeelXtl B Telrye . f WMy InlwmoXm Rtt1WAe Yom Ines Pale In511N1e.RIB N.lee 6heet 5d1e 91 R,Nevatln¢VA R'L911. FL 93610 Job T. TNss Type f Gly Ply The Cumberland T111345]3 12MTOA EJ03 Half Hip 1 1 Job Rxiftouxiopy.Nell omminy Lunporrem euppry, declo;onvme.n-J1256, 8.110 s Apr 132017MITak lidustne ,Oc. Mon Mey 1515:05,20201] Pagel 10a nViM8 lW5V2o blryMue3-,OsmpGG XMOLYGtlwctl UAIpIJYa11nWMNFry1zGDNp 38 200 119 03] 7,00 12 Sole:W10, 2.4 II a 4 2x4 11 39 20-0 38 D8] Plate OXseIa IXY1- 1203-00-1-121 LOADING(psg SPACING- 2-0-0 CSI. DEFL. In goc) Vtlell Utl PIATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ve11(1-1-) -0.00 4.5 s999 240 MT20 244/190 TCOL 10.0 Limber DOL 125 SC 0.13 Ven(TL) -0.00 4-5 X999 180 ECLL 0.0 ' Rap Stress bcr YES WB 0.00 Honz(TL) -0.02 3 We Na BCDL 100 Case FBC201VrPQOO] Mattl Weight 910 FT-20% LUMBER- SPACING- TOPCHORD 2x4 SP No.2 TOP CHORD Structural wood sheathng directly applied or 2-OO oc parins, BOT CHORD 2x4 SP No.2 except and vertices. WEBS 2x4 SP No.3 BOTCHORD Rigid saying directly ansetl or 1600 w biasing. MTek recanmentle thet Stebih.antl required..Weare be installed diene buss erection,in acwNence Wlh stabilizer Indenter.guitle. REACTIONS. (IWsize) 3634NechaMwl,S=]4I0.SB,4=21RAechanlcal Max Hoa 5=19(LC 12) Max Up11113-51(ILC12),5=4(LC 8),4=19(LC 12) Max Gras 3 (LC 1]).5=)4(LC 1),4_39(-C 10) FORCES. (Ib)-Max.Comp.rt .Tan.-All fomes 250(Ib)or lase except when slwvm. NOTES 1)Unbalanced roof live loans have been consideretl for itis design. 2)W int:ASCE]-1G Vu1t=130mph(3secorxd gust)Vas0.101mpt TGOLS OMI,BCDL=5.0psf;I,-25X;B=45ft;L-24X;veva=411;Cut. 11;ER1 C;Encl..GCP�A 8;MFRS(directional)real C Exhehor(2)zone;errd vertical left exposegC-C for members and fomes 8 MFRS for reactions shown;Lumber DOL-1.60 plate full,DOL=1.60 3)Provitle adectuate contest to prevent water gorging. 4)This have has been doe ned fa a 10.0 psi Bohan drord live load rwnwluvnenl Wth any otter live loads. 5)'This truss tax been designed for alive load of 20.Opsl on the bottom chord in all areas where a rectangle 3 -9 tall by 2-0-0 Wtle WO lit between the bottom chord and any other members. 6)Refer to glidepr)for truss to(mss connections. ])Provide mechanical connection(by others)of tmss to bearing plate capable of WtnataMing 100 lb up11X ed punt(s)3,5,4. Q wJPNap-VMx Caaln pvmnueuN DXOIL9PYf Ana HCLUOEa IMIEN PEK.VXCE I1aE IP)4Am..IeeENe .. 'Mn Wp nq eau mIY MT Mlxk®cvmm4'xs.pf�tlxppna GaatlohYN>r^�R m�elge Nxxn.aMhla m exllNhxf datllgl cnmgxxmt iwl a hissyilem.Bela-cx IM..h 1—lmmtveAIIY 1h MaUl.yd ruanele¢ant go[RnY xun{waR XttleYVp Moint ove�dl r.�awal�. ®a-nax�d�at-sal-w-Y-Nw-aaR-llbNawl w¢W-o-mla�l�nre��¢�ui��^.a Iw�a�-��-ooav v�¢10-«Ire MiTek' ' eW�e[1MrkMIIYaM Bement mpglg WOnpWGan�-R-ib x4.eY ate' IiYxkoMxilagre.OtllYery,ax`IbnaW M¢ng olln¢vxaWinssyilanisexNL lhtaWlry blHlb,py-n9 ME1CNaMi9CNrlpeMnt Nra., Ea�aNn. SaNly lnlamaxon WdIXb R-ml�hnia lnznnnx.'IIa N.tax anvwl SJW]1R.N-mtlno.Vn Y1]le. ia�rye.FL 35,10 Job Truss Truss Type i Oy y %Y Tire Cunbedend 3 6]4 12&BTOA U04 Jack-Open 2 1 obRt 04 1 BuplfB c.omporlem SupWY, Jaduomrlle,FL-32256, 0.W 00f32017MITekli!-Ones,Inc. MonMay 15 ncMjabRlglG2017Pegel ID:xenVlbepaWl5220BIFdryMue3Bea2_IDUNrUtrllpWOG00uajsUmltpbl WVKZGDNp 4. z 400O a 3cal.=r.la.e z ].W R22 y 1 3 4 sets II a1-p 4ao of-o I aro LOADING(pH) SPACING- 2-0 Cu. DEFL In Doc) wall IM PLATES GRIP TCLL 20.0 %ea Gdp DOL 1.25 TO 0.28 Ved(LL) 0.05 3 >ON 240 W20 2Mb90 TCDL 10.0 Lumber DOL 1.25 BC 0.28 VWRL) -0.1]3 34 >589 180 BOLL 00 ' Rep Stress Incr YES WH 0.00 Horz(TL) -D.03 2 Na the BCDL 10.0 Cods FBC2014frP12007 Mablx-MR Weight.14 lb FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPOHORD SWCNral wmd sheathing dbadly applied or 4-2-0 oc pulllns, BOT CHORD 2x4 SP No.2 except and verdcaa. WEBS 2x4 SP No.3 BOTCHORD Ngid ceiling dradly aMilcH or 100-0op beading. MiTek recommeMs that Stadllzers and q.1i crass bracing be Installed during truss eredlon,In accordance earn Stablper REACTIONS. (Ib/shze) 4=158Poa- InslNlalion guide. 9 z=10gR.MCMnical,3-A13/Mec0anlcal Max HOU 4=1130LC 12) Max Uplift 4=35(LC 12),2—d0(LC 12).3=-51(LC 12) Max Gray 4=158(LC 1),2=11117),3-76(LC 3) FORCES. (Ib)-Alm.Cwnp.IMax.Ten.-All forces 250 Db)or less aout Men show, NOTES- 1) OTES1)Wind.ASCE 7-10;VUIt=130mph ftf a and gust)Vasd=l0lmph;TCDL-S Opsfl BCDL=5.0psl;Ini By15fl;1_24f1;abobi Cat. hl;Ery C;End.,GCW�.18:MW FRS(din w ball)and C-C EHanm(2)Pl-12 to 3-1 12,Inlerior(1)31-12 to 4-14 zone;and vertical left expmed;porch left and right expcsetl;GC for members aM forces 8 MFRS for reactions shorn;Lui,Ixu DOL-1.60 pate grip DOL=1.60 2)This truss has been dealgnetl lora 1 O psf bottom CMN lye load nonvorcunent win any other live lows, 3)'This truss has been designed for a five load of 20.Opsl on iM Maom bond in all areas Mem a recaigle 3&01x11 by 2-00 vdde MR lit laid n the Wtmm chwrd.0 any other members. 4)Beier to WNer(s)for Imes to truss continuous. 5)Provide mecbanicah connection(by others)of truss to Mating plate aFade of wbbstending 100 to uplift at)dnt(s)4,2,3. QMINNYasae,ielpaiene x..pEfO..aN 1a5ANa WLLYOfaYIFN PFFFPINCEPIpEM149n✓/apYA/baF£OM VSE o syslemreBNdB1 eVIMMnJS' q�ImYpn�mint vtl MgxMICWMl a1(IeY,T Wame�e2antl pkcy<11Yldvnuo.'"o, obopoob mi �• Wcxq�Pl.amYp MSmtetlk to gevenrdlcpkgollMYMW Imawehad/a d.atlmmiursaYY-�FIU'd lanpdPyaltlrdlmcenlddackp kdwgale o"edld vkdllYaMbwawanlcoe .ra—'...I'— .lI' YyuY V'.'Af seery9b r^��1aaI .sub Npaognle Ili'kf rdacay1 nom0&aeA✓dv mm.Mna✓1 hnm "...I— mms..i Me..L bakery Cdlela.psa-09aq KSlwMnPconpdsM awveh✓FMIaM. So1My INamaXan m•tlIWAe tom T11m Rale IwMule.RIa N.lee STeef,nlle]12 PlexaMM VP'191<. TerryeFL 33610 Job Truss - T.Type I City Ply TM1e Cumberland 356 12346TOA EJOS JackOpan 5 1 _ Job 7Nrenca(cyionell Bmlding Component Supply Jacksonville,FL-32256, 8.1105OAftr BfFbi132017muMlTek lDW88ea,ire. 1WMay 1515:05:31201] Papal GDM Ip:x9nVlb3fpsyW5220Bff01ryMue3lKBeB5DW68bk5aG]21WZ003Y]GIVGHpMlk4l mzGONo 4.20 42 Bub=1191 2 W122 1 3 4 ?� II 420 420 LOADING (psQ SPACING- 2-M CSI. DEFL. In 0.) faced LM PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Van(LL) 0.05 3W >999 240 Ml20 244890 TCOL 10.0 Limber DOL 1.25 BC 0.28 Vent -0.03 3-4 >999 180 BOLL 0.0 ' Rep Stress bcr YES WB 000 Horz(TL( -0.03 2 Na we BCDL 10.0 Code F120201MPQ007 Maldx-MR WeIgM:141E FT=2014 LUMBER- BRACING. TOP CHORD N4 SP No.2 TOPGHORD Structural¢vad eSsatNng directly applied or 4-23 oc series, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid oelling dreddyapplied or 1000 on bracing. MITek recommerMs Pat Stabilizers and mfuiretl ass bredrp be Installed dump house ereclion,In accordance wicrth Sfabllizer Installation funds. REACTIONS. (Ibhize) 4=l5 ",2=10&Mechanical,3=49M1eadeniral Max Hors 4=113(LC 12) Max Uplift 4=-%(LG 12),2=-90(LC 12),3-51(LC 12( Max Grav 4=158(LC 1),2=116(LC 1]),3=]6(LC 3) FORCES, (lb)-Mex.Como Ns,Ten.-All fumes250(lb)orliesedeptwnen shown. NOTES- 1)WiW:ASCE T-10 Vud=130mph(3-secoM gust)Vaal=101mph;TCDl-5.Dlwf;BCDLd.Opai;h-_25f1;BJSfh;b248;eav Aft;Gat. 11;EV C;End.,GCd4.18;MW FRS(dmcflonag and C-C Exbdor(2)(i to 3-1-12,Intedor(1)31-12 to 4-1d zone;ell vart lett eVesed;porch legend!dgM exposed;G-G for members arld fomes&MW FRS Ie iead ms shown;Lumber 001-1 60 plate grip DOL=1.60 2)This toss as been designed for a 10.0 pill bottom cised live load mnconcument with any other live loads. 3)=This Imes has been designed for a Live load of 20.Opsf on the bottom chord in all mai where a rectangle 3-6-0 tall by 2-0-0vace MY Int beMeen the Wttunl clmd and eery other members. 4)Rater to gimer(s)for truss to vests connections. 5)Provide mendanicel o0nnediion(by others)of trues to bearing plate capable of wltMhanding 1N lb uplift at Idnt(s)4,2,3. Q W4PNNa-yxtly4W9npvmnalrn sMaFJa..PY rXBIXOWLLWEp MIIEN NEFE .seassams m.1aW901aaEWMUbE. hesso-sal teoNy Nin Mlek&ccrvwcMi.Rk decion a.nor rgcn peanrele'S Sawn ad hla m..dAQq--ont,rot e."—.fk+fas,—ron dlbm co4givr hist lreaH lM g .Ialyof da4nerpanebrsmtl Mulwrote bh dnklnnlo IX¢ovelal Wary Soden ion..m N to Mvenl lbcNlrg ollMNM YfrunweD ni nlu, wtl mwnCwsF V.AddXdvJ tons—I dou1-1 MrMp ek• MMu urgedfurskdlry uN b px..11 wllh orw4un nervan lousy rxopeny d�m'ipe. Iw ye.d. royug raM lahknlbn.&olaex.MW9ry.arxXmmllvsXp of lelveS.e.yrttemy wMNMif Gss'...M,OHdaarq aC9l au"..rpeer. ea.Pelle EM BN4. a 'ses—een wWM1a dlen Lw nWe XVIINIa.RI8 N.Lee Slleel,Sulre]12 Nexaxeh.VAZ[31<. ienpe,FL]funs Mly man flb6 yFely TMwrtbneM T11131a]a 3N6TW file JazF{T.en B 1 Job Reference O liorel G."ealryma111 ayorr.B WIIIB,R3YL66 Rin'.6210]Metal 2017 PMmB 1105MMU 62D1]MRek In..—M MJn"a 11 1516'10-<]201]Ve 1 ID:xWVIbBIOsyW622O8fftIdr -BBh4FKKmaRT303X0ycYSkUW a 7VKUrHo]Szt N. 680 680 5®Ie 1095 2 S.0012 B a ] bA 5 1 I � 8 9 36 II Met.OX ets(X Y)- 11'0-0-24081 ItO-05 PS-51110-2d O1-11 LOADING(psf) SPACING 2-08 CSI. L. In (loc) VOefl va PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TC 0.65 Vea(Lq 0.14 341 >564 240 MT20 244]190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Ved(TL) 428 M >288 100 BCLL 0.0 ' Rap Streps Incr YES WB 0.00 Hor2(TL) 0.04 1 no, No BCOL 10.0 Gane FBC2014?112007 Matmomp Weight 22 lb 17=20% LUMBER- BRACING TOPCHORD 2MSPNo.2 TOPCHORD SbucWrel Wool sheath'mg directly applied or 660 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid delling diradly applied or 10-0-0 M trading, WEDGE Lett:2x4 SP No 3 REACTIONS gWsloa) 2_tnMladlanlca1,3=90IMechenlce1,1=280038 Max Hort 1=114(LC 12) Max Uplift 2=-103(LC 12),1--12(-C 12) Max Gray 2=1 T](LC 1),3=-124(-C 3),1=266(LO 1) FORCES (Ib)-Merz.CompuMay.Tom-All tomss 250(Ib)or less except MYXl seam. WEBS 56--14&293 NOTES 1)WIIM:ASCE 7-10;Vufl=130mith(&secoe gust)Vasftr�101 mph;TCDI_Sopd;BCDL-5 furl;h=25X18=45h;L=2411;eave-,IX;Cat. II;Exp G;End.,GCpI=C18;MWFRS(diredlonal)aec-G Exterim(2I 0-0-0to 3.0-0,INe0m(t)3-0-0to 68 2one;C-C for members and tomes 8 MW FRS for readions sewn;Lumber DOL-1.60 plate are DOL=1.80 2)This Huss has been designed for a 10.0 par bottom deal)am lead aoncollcunent Mih any other Ilve Ioace, 3)-This imas has been design for a Ilye load of 20.opwf on the bottom Moll In all areas Mere a rectangle 3-6-0INI by 2-00 Mae MII fit batwaen me wt.canal an,Me,members. 41 Reler to gmi.gs)for may to truss connection. 5)Provide macrmNdrl conraddion(by omere)of truss to healing plate a,able of Mihstanding 103 lb uplift at joint 2 and 4216 uplift at pat 1. QWIRNP'a-YMIy 4elplpvwnl✓ewMaFAO XO]Ea CX]aO4XDWGLWEO MIIEN NEFEaENCEMOEEW)4Am.100XIOI66EFOaEYeF. �pq1 Wltl lw OnwYYmIIn MIM@cm¢cIwS.Ilyi�tlT ktloal MJYlSwn p�arelers Town mO4h Vl Makaul dtldFp wnYwrenl.lqt a Plmxysiwn�Iwe ue.n¢WM1p ne9nm m�nl venH IM a{pkOJlryolda�kn Poronetersad go�11Y YnwMlale RdtlwJT'nlo nw ovadA hxmC1[IeYan.Wa lglMkaldlfbgOvem exx`M1p o1 MAAd lluaweba'tlroeclvamemtenwYv.a'»IlpM lempwW vd�llmwnidKllg Isk• h dway[lapaetl la uatYnvdblo paveDl Cofi,ewllh,mduer—J>rkry p,,e11YW0u2e. rw�1¢1a 01MsceleplUrg xw kM.o Oor< nelNely weCM1m wqt IlgdLumantl 111niYalon,x"e&W91/IHI WMYCWxk,D9BdBaIn BC91 EYH1PCmlpanxY mW Fn4 EW9atl. 3altlY INpmalbn avdWe e—.Role..216 N.Lee S1ce1,9lle JI2.PIemIMh VPR231<. Tana,rL.10 Job TrussTIIMB Type r iON r Ply The Cumbedientl 345n 12646TOA E)07 Jack-Open I10 1 Job Re D arca loo'orlell &ANirg Component SuppN. JWksomilN.FL-32256, 0.11Da Apr1320I7X,klRE&SII.0las. Man May 1616O5:32201] Page 1 IOxenVlbellOsyW52208ffbIryMu03-]%iKPREevSIeCO?CdrOkepxFtrXV6EMe2LTUZCZGDNn ede 6A 8 Srele=1:189 2 500 12 0 ] dA 1 3 36 11 60 8 608 PI I OpseN IX VI- I '0-0-20-061 IY0.D506511 ' 2 0.t-11 _ LOADING(pap SP IN 2A0 CSI. OEFL In (bd) WeA W PLATES GRIP TCU M. Plate Grip COL 1.25 TO 0.5] Vedi(LL) 0.11 " IM 2a0 MTM 244/190 TCDL 10.D Lumber DOL 1.25 BC 0.00 Vedi(TL) 0.22 36 x342 160 BOLL DO ' Rep Stress Iwr YES WD 0.00 Hors TL) 0.03 1 AS dre BCDL 10.0 13o0e FBC2014?PI200] Matdx-MP Weight:21 lb FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD GiddurN wvotl stranding Ebedly applied or 6-0-0 purine, BOT CHORD 20 SP No.2 BOT CHORD Rgld catling direNy apidletl or 106000 bredng. WEDGE MITex recommends Ihat SlablllZers anti requiretl cross bredng de0:2x4 SP No.3 be Instated during tures erection.In eaordence wttr 5ladllzer In9t816(Dn nu da REACTIONS. (INSIZO) 2=167110edaniwl,3�Medbafirrk 1=25[-0 S Max Hoa 1=108(LC 12) Max UpIM 2=97(113 12),1=d9gO 12) Max Gree 2=16](LG t),3=11](LC 3),1=253(-C 1) FORCES. (lb)-Max.Comp.fMax.Ten.-All fomss 250(Ib)Or less except when shovm. NOTES 1)Wird:ASCE]-10;VIAL-1Mrnph(ase gust)Va 101mph;TCDL-S.Opsf;BODL- .Op f;8250;13�I5%1-2411;eave4b;Cel. Il;EVC;End.,GCIPI .IS;MW FRS(diredlonap arM C-C EMedor(21 b0.0 m 3-0-0,Inledor(1)SO-D to 6-342 Zora;C-0 far members and fortes 8 MW FRS for sessions shown;Lumber DOL=1.00 pate grip DOL-160 2)This truss las been designed for a to 0 pat bdtdm chord live load nonconcunent Win any other live loads. 3)-This Cuss hes been assigned Nr alive load of 20.0pa1 on the WUmn lord in all areas where a ractagle 3E-0hall by 2-0-0wide Wit fit tremae n the botom clard and any other members. 4)Reler to g hhhfi.)for hu.to truss donnedions. 5)Pmvlds mechanical comacllon(by others)of tmse to beading plate capable of withstanding IW to up110 al ldnt(s12,1. Q WARNtll4 VxNyEMpnpermmrneantiflFAO HOIE9Mw®xN0NLLIgEO Mfr ET aE=NCE PA6E1F]ITJm'.IWYNIEIWaE USE '.yr vMtlrora0.m aJywllh Ml< wrvrecr_ Rhdetlglt Wal dYYu%Ir pganeleo Mow.o%I lilormlrNhtlwl Wrfrgaanpa¢nL wl nq'.Irm�. .due rue.Ma dtltlrptl�rw mwlvMNIMq;lkclAlyoltlnCd�{wnrelartagrxgn�lYV,[olrwale Mh tleY{xr Fro Ilnovndl dYMrµl tlr..tn &aJrglrNkWetlabgev6nl GctlfpolarPrMWlruawebad/a cMrtlmemCeliorty.M[PIt,M lemrynaymtlFarrw,mlG¢M M BIC 6 Jway5ial.Yled lw aexMM Wtl to WevanlcMgai MTlrBGaMvrkA 9wrYadgWulYO�vrpe.wr0ereld Wrwce regvSy Ms 1...EW BW. kMk:nikx� Jape,tltlNay.axM1M OA buJrg ollnme[m]Iru6sy11MK#XH/MI OutlIM drBarle.09gd9OM tlLM WMnp Canyrwnl 1e FL 9MID Saltiv Inlpma8en a:SCUM tom Olmflale IruIMrR.21e N.lee Street 911a 312 NmMVJMr.VP RRa10. , Jab Thews Toned,Type I ply. Ply The Cumeenentl T11130.8>B f2B48TOA EJ15 HFII Hip raiser 2 1 Job Rehissesper naftional BUWirg Component SUDPN• Jacksonville.FL 32256, - B.IW eIn0sries.Ino. Mon May 1515:06:332f7Page 1 IDxnVlbelOsyWOb1alili-bl� nFmgnRgAOSye0UWw8HiD6flNm 2ao0 2o-0 2ao 3peum ScaN 1,12.7 3 4 x5= T.F1—2 4x5 c 2 t 6 34 n swift m If woo I azo zoo z-2a Plate Odsets(XV)-- 11'624i0021 LOADING(pill) SPACING- 200 C&. DEFL. �(I�) Lot PLATES GNP TCI-- 20.0 Plate Grip DOL 1.25TC 0.16 VerhUU 240 MT20 240190TCDL 10.0 Lumber DOL 125 BC 039 Vm(TL) 1B09CLL Do ' Rep Stress Inv NO WB DIX H.cdli am BFDL 10.0 Code FBC2014/TPY2007 Maftli Weight:1916 FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly,applied W4-2-0 m pulies, BOTCHORO 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 160-Ox bracing. WEBS 2x4 SP No 3 MiTek recommence that Stablllzers and requiretl wile hording SLIDER Led 2x6 SP No.216-0 be Installed amg Wile ismalldn,In acaormnce with Siebllizer Installation pundit REACTIONS. (Ib9im) t=16ftO08,4�.3IMechanical,5=lO5MeahaMcal Max Hort 17 (LCB) Max Uplift 1=-101(LC 8),a 16(-C 4),5=-94(11C 0) FORCES. (In)-Mail Comp/Mas,Ten.-Ali 11250(Rd orlessexceptwfienshown. TOPCHORD 13=-255224 MOTES- 1)Untalented root live loads have bean considered for tise design, 2)Wind:ASCE 710:Vul=130mph(3-second gust)Vasd=101 mph;TCDL=S opsC BCDL=S.opsl;h459:B715f1;L=24X;eaveAll;Cal. II;EM G;Encl.,GCpi=0.18;MFRS(directional);patch lett and right ala ea;Home DOL=1 W plane gdp DO1=1.60 3)Provide adequate dmioage to prevent water ponding. 4)This Ines has been designed for a 10.0 pal botlom choof live load nonconwrrent with arty in.live loads. 5)-This buss has been designed for a INe load of 200p if on the Dollom chard in all areas where a rectangle 30(,pop by2-OO Was eill til between the balloon clued and any other membra. 6)Refer to gl dehid lot it=to house connections. 7)Provide mechanical cdnneofion(by others)of truss to bearing plate spade of Withstanding 10016 uplift at joint(.)4,5 sepepl gOlb) 1=101. 8)Hatgerjs)or other correction devlea(s)shall be proviaea sufficient to support concentrated load aid 23 In down and 96 In up at 2-0-0 on Icy chord avid80 down and 101b up el 2-2-2 m bottom mora. The dasigrdseteallm of such emnacfim devim(s)Is me resILSIblrs. 9)In Nee LOADD CASE(SE(S)section,Inas applied to the face of the house are roles as fmnl(F)or back(B). LOAD CASE(S) Standees 1)Deed a Roof Live(baiancetl):Lumber ncrease--1.25,Plate Increase=1.25 Uniform Loads(pit) Veda-3=fi0,3-4-60,5-7=-20 Concentrated Loads(Ib) Ven:8=8(F) QW1RMwa.Wlfy Mtlpn{menxYr.YrC FE1O NO7E.IX111tlaxaa alCLWMWIEx PEFEFENCE PIeEIIM)4Am'.IaWNIieEWFF U.E. cexgaWMrw�re aYY'Mxa MlekAewraclwi Rh eYpgakL]wYYal+w pam�elm SKwnaNktoim YVMukAIG Mahacw�aannt rot h�iMtm.Ba(we lea.IM bJkilg Ueda mut venry ere o[(AN NllyoltlaLpa WrunelersatlgopatN bcwpwane MktleYan ktlo Hnovndl Ixxmxl aaa9n.e JgIMxTdll:mgaVam t*Wuw ar.wwle nls•..eoaraarevamemeers rues a lemwmtvma q.ma�nlaane MRBK k dwoyalepletl lq slcMMaW bPa�anlCdl¢ee Wm�WepaWMbexY wJ gcpetlY dan�ye. fot(.rlwtd pldace irvW.attl Me dBW VeM EM aA'tl. Mvkalkveilw<pe.delNmy arecYcnrnlMacltgol lnNtSmtl MmrySlemc eeatN51/IYIIiMYH pMW,O5B99ala&:.I WIkLp Cayonenl Te iL ab10 AMylNnmuba vr9atle flan lamlMa M11N1e,218NLee5near.911e 312 Ne.atvJM VPR2314. ^Va Job T. This Type Oly; Ply The Cumbellane T111Ms7B 12MBTOA N17 Jack-0pen 1 1 Job Riaeance(consent) BUMing Ccmpoceni Supply, Jacous ille,FL-32258, 8.110SAPr1320171wiRekloduatres.Ino. Mon May1515:06:332017 Pagel D'xfoVb81OsyW6220BfFblayMua3bl�FmgMR,A OB ,.000RwTNz&MN?DB5hGDNm 6-1 10 4- 11-10 840 style-nte4 z 500 FIT e 7 d � I LEE- 3 35 If 36H BL8 o-1a 3 a PIa ofNets txn-- f oobt t10-0aa3st I o-aa al-n LOADING Basi) SPACING- 2-00 CSI. DEFL. In (Ix) Veen W PUTES GRIP TOLL 20.0 Plate Gap DOL 1.25 TO 0.57 Vea(LL) 0.11 38 >690 210 MTA 200/190 TCDL 10.0 Llmher DOL 1.25 BC 0.06 Vea(TL) -0.22 3S >M2 180 BOLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TLI 0.03 1 We We BCDL 10.0 Code PBC20PUIP120W Matrix-MP WeVIA:211th FT=20% LUMBER- BRACING TOP CHORD 2x0 SP N0.2 TOP CHORD Stmclural ecod sheameW erectly epplie l or 6-0-0oc pumns. BOT CHORD 2x4 SP No.2 BOTOHORD Rigid ceiling directly applletl or 10.0.0 co boning. WEDGE MiTek recom nds Thal Sbblll2ers and raW irsa cross wacIW Left 2x0 SP No,3 be Indallatl tludnB intts¢radion,in eccmtlance*In Stabilizer mstelbtlon uidas REACTIONS. (Ibhlze) 2=167Mfechanical,3�fi 0anica1.1353rU5-8 Max Hoa 1=108(LC 12) Max Uplift 2=-97(LC 12),1-39(LC 12) Max Gray 2=167(LG 1),3=117(LC 3),1=253(LG 1) FORCES. (b)-Mex.Comp.R Ten.-All torose 250(Ib)011ess except Man ahovn. NOTES 1)Wind ASCE 7-10:VW1=130mph(3-sec0ud gust)Vasd=101mph;TCDLdOpsf.BCDL=5,Dpsf;h=25fi;BASH;1= 41[;eave7 fl;Gat. II;Exp C;Encl.,GCpib 18:MFRS(dlredional)and C C Extems(2)04.0 to 300,mieem(1)M-0 to 6312 zone,C-C for members and forces 8 MFRS for reactions shown:LumLa DOL=1 fi0 plate gap DOL-1 BO 2)This may has been design l fora 10.0 fail bottom dgld INe load m n cmedment Wth any other live loads. 3)'Ties Vasa hes bean designee fora live load of 20.Opsf on the London chortl In all areas where a reclagle 330 mI by 2O0 vide vtli fit be..the bottom dram ane arty other members. 4)Reler to gw er(.)for ad.l0luras connections. 5)Provide medwnical connection(by others)of Imes to basing plate capable of M[betarchng 1001b upllfi at pArt(e)2,1. Q WgpNNa-YHIy empn punulue xp aMO XOIEe PY QItlQ gNOWtLWEn MIEx aEEEMNLE PgaEW11Am.Ia9NdIQ BEFYINE UeE. �WplwueoNY w11M1 IalekPwwieclwa.RktlPl{x�t Wwv)oNY W+e fxxannlers Mown,mtltlw m MN?q GMOQ J com�lwnt ml Ine93yaem Belvuelre,Re lrlkAm{dKd�e. m�G lrenHlM Ala' alhol JeiM�psanelendd wo[wMv hcwlbmle lritdYan Flo lM1e ove�dl pWlg(btlan.$rclgkMc ledabgavenl Msbllg olMNA]nutwtt,aN/wdwOmemlaaeWY.N'XxIIwYS bmryvay Wlpumwienl lyulq Ml ek' YUMgs legledMaQAlllygtlloqe.xnlcdlgm wllnrmQYef�MlnysyaM lNupenY acm0.'e. rw gane�d rxxdwkere0wdlN Ae ', 6906 PeMEW BM. isess .QM.xla.tlel . eoxonmolx«zndml. wlamreer��anz.wenNSlmn woQlY cmFw.weaQam ecslwull�Pconpera+ reran..rL veto Qyx1YeMTQa[n wdYie M1dn Bustle MMe.RIa N lee Sheet WIe 112 NoemYMa.VRRR.l14. JOE Tram Those Type 1 Ory r PN The ConamiNM 71113/680 12B96TOA EJIB Hall Hip Gorier 1 1 JW Ratereree Orel Souring Component Supply. JecksomilN,FL W. 1.110¢Ayr 13201]Mi less lMmldes,I— Mon May 1515:05:94201] Page ID:x&IVlbBK)WWUWMFM4Mue3NOp]GPR3?IM,OTD8SOdyN2 NFV1yke5aGDNl 1 .1 648 y 1 30-0 S6tle=1:146 NAILED ss HAILED B 3 5.00 12 1 10 4 63I NAILED NAILED SII 141 Is" 3 1 SO] Plate OrtsNs IXV) 11'0.P20-08118450&5111'0.2-12 - I LOADING Ono SPACING- 2-0-0 CSI. DEFL In (Nc) Vdee Intl PLATES GRIP TCL% 20.0 Plate GNPDOL 1.25 TO O.3B Ved(I1) 0.19 5 >101 240 M]20 214/190 TCDL 10.0 Lumber DOL 125 BC 0.99 Ven(1L) -0.37 58 >205 110 BOLL DO ' Rep Stress kar NO WB 0.04 HOG(R) 0.19 3 We we BCDL 10.0 Code FBO2010?PI2007 Wtdx-MP Weight 231b FT=20% LUMBER, BRACING- TOPCHORD 2x4SPNe2 TOP CHORD S1mcMrel wmd sheathing directly applied or 680 oc mint. BUT CHORD 2x4SPN0.2 BOTCHORD Rigid ceiling tlrecay applied or 3-1800 bracing. WEBS 2x6 SP No.3 MITek recwnmergs that Stabilizers and requlretl aws baring WEDGE be Installed during truss erection,in accordance all Slabllleer Left:2x4 SP No.a Inelellafen glide REACTIONS. gbhi2e) 3=BBRAechanlW,4=169/0Aechenlca1,125]/0-58 Max Horz 1=51(LC 8) Max Uplift 3=85(LC 4),4=-51(LG 8),1-SMLC 0) FORCES, gb)-Max.Comp.IMax.Test.-All tonces 2S)(to)or laws eadept when shown. NOTES- 1) OTES1)Unbalanced toot live loads have been considered for Mie design. 2)Win&ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDLd.OF¢f;BCDL=5,Opel;h=256;B-4611;L=241;eave716;Cat. II;Exp O;Enol.,GCpi=0.18;MW FRS(directional);tuner 001--1.60 plate grip D0b1.W 3)Provda adequate tramps t0 prevent Water pgnYJhg. 4)This truss has been designed!for a 10.0 psi bo tom chord live load Pencorieugent whe any other live leads. 5)-This buss has been designed lora live lead of 200ps1 on Me botlgm rigrd in all areas whers a nectars 388par by 280 wide wits 11 between Me boftom veld and err,Nhet memhara. 6)Rater to gideds)for Russ to how oonir chars. 7)Provide mechanical connedlon(by oMem)of buss to bearing plate capable of withstanding 1001b uplld at joints)3,4,1, 8)'NAILED'Indicates 242d(0.148'%1.25')toanals per NDS gholires. 9)In in.LOAD CASE($)section,leads applied to the face of Me buss are noted as front(F)or beck(B). LOAD CASE(S) Standard 1)Dead a Roof Live(balanced):Wmber Increases.25,Plate h oma se=l 25 Unifgml L secs Mil) VeM 1-2=80,2-3_--GO,"=20 Cmcentrated tpatls(to) Ven',x4(B)10-3(B) �WA1NWgVxIH 4a'Y^MIreM�mCaEIg N01E50N IXp ANg WCLWEp MIEN PEFFNNfL PAGE 66]4IJ m.1MWA168EWPEV9E %tical Wllgla use MY I'.IT Mlak@i conreckxi RGY�kdaAMY uWnpxaneWs 3lwwn.aM aid m NMdltl IUYtlFp canWrent.ml awryslartBetae .Ills blll0l¢1afeLL2mulvMlylMa{YJkWINddo3kY�W�eleo aM plq.aY FcdNmIa RIIOo3TNblM oveNll MiTek' WlQgtlaOPn.B¢fgp 9caleOkln gevenl Msctllrgol6tAAWMNuaweDaWlncMtl memgmaaYY. fr]IIMrrJ lemPaaY d✓�VennaentMa:IINA { ek' bdwKrc}ieg lwilalMAN m.I'lopevenl cdk(m MInWNAeI>areWl Yyry vgp�odyrpn<ga.Ia 9awrtl dwVdce re9w&pllw 6aW Geka FwI BNG. ri a.a f ]nrya0.sed,Sdge,tleWay.erecbmmfMSYp ollmm�30dlnmiKlom3.MmW9VIRI GUUNGIx1a.WBd9 wq eCL WYJn9 CamWnMn ltlNYlMwmaYm av�V Ndn Lim FbR FSINe,RIB N.lee Saeel.eYlle]12 NemMb.VP YISI<. Job Truss TrussTYPe Ory , Pty The Careasand T1113I5e1 120WT0A EJ61 Half Mp Girder 1 1 Jab Reference coai BuildnA Component Suppty, JeCksamdlN,FL-32258, "'U" .16a OB 13201]MTe ISGICN7M. Mon SjY 15159535 iiH Pagel IDxenVlbell]syW522OBFbIryMuel6.9-0 G1CN]B3TjmHs SIRZIokTVROdPkIiHAXZGDNk 6-814 BPO s e-14 14z Ofd_ scall 18.9 3 S.Oo FIT ell1 6 4 NAILED y4 3a5 II eau sPo eau 1 a PMte on M txn-- no4x o-ocl I 4)5 Pa•s nce>o-t-11 LDAMNG(psi) SPACING- 2-DO CSI. DEFL. m (mo) Map bad PLATES GRIP TOLL 20.0 Plate Grp DOL 1.25 TC 082 Van(LL) 0.16 541 >41 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC O.85 Von TQ -0.31 58 >255 1Bo BOLL 0.0 ' Rep Stress If NO .1 0.04 Horz(TL) 0109 3 we Ma BCDL 10.0 Code FBG201MPlb MaNx-MP Weight 261D FT=2086 LUMBER- BRACING- TOP CHORD N46PNo.2 TOPCHORD Slruclmal wood sheathing all applied or 840 M strips. BOT CHORD 2x4 SP NO2 BOT CHORD Rigid ceiling directly applied or 10-0-0co bracing. WEBS 2x4 SP No.3 :. MlTek recommends that Staddhas and requited cross among WEDGE be installed during trade erection,In accordarwe arl Stabilizer Left:2x4 SP Ni installation guide REACTIONS. (IMsize) 3=2BMM[hanlwl,4241/Metlreruicel,126BI0-SB Max Herz 1=99(LC 8) Max Uplin3=-21(LC4),4-9B(LC8),1=5 (LCe) FORCES (N)-Max Canp.AWx.Ten.-Allforces25o Ab)orlessexcept Mfi shown. NOTES 1)Unbalanced loot Ilya leads have been wreemered for this design. 2)Wind:ASCE 7-10;Va16130mph(3-sscgnd gust)Val of mph;TGDL=SOpsb BCDLd.Opst h=25X;B44RL -,24X;eave7lX;Cal. 11;Exp C;End.GCpi=0.18;MW FRS(directiorlai);Lumber D01--1,60 plate grip 00-,1160 3)Plourde demands drainage to prevent eager ending. 4)This those has been designed fora 10.0 lost bottom Hand has load rkmooreament with nary Other IMe bads. 5)-TMs huss has been designed lora live lead of 20.0pel on the ba tom droN In all areas wfiere a rodangle"-o tall by 2-0-0wide tall lit between the bottom clwld end arty Other members 6)Peter to giNer(aj for More to Wes connections. 7)Provide mecca kcal connection(by cmem)of from to beadtg plate capable of wMStanding 1W to uplift at Idnds)3,4.1, 8)'NAILED'indicates 3-100(0.148X3')or 3120(D.148SQ2Y)toe-nails per NOS gulUllnes. 9)In the LOAD CASES)section,loads applied to the face of Ne pass are noted as front(F)or bad(B). LOAD CASES) Standard 1)Deed a Roof Joe potaread):I-mber Increase=1.25,Plate norease=l 25 Uniform Loads(pig Vert:1-2=£0,2-3--E0,F8-20 Concentrated Loads(Ib) vert 9-2(F) PoIW VwXy hNenpmmrm aFAa NOIEd LVaEa MIEN aSFNNCEP eEab)4i]ier.16M2a159EFaflE"us 'E �xm d oNY nMII AP Mi M$ alnvA wYYUWr paamare¢[hrrm. to mMINrIUaI MYaxxl�n•�W�nl.m1 pt eel tIM aAry� raYt n�rt ry (pkadllN of Oo4p,rwo aeYersoM pM-�r I¢uWmle lMCH4ynlnlo MoverW Xn,.a.�e 9.=n IMk t w IMMI,Y - -1 ince webaM/o,-,u,eae,nce orvv. �anmel�nwwy me��rem Moaxre M Bk- kawa w . Inv 1t a>H.vnmrwNlar ao,. xwywaapanv M.a�a.For 9arera gadmCere9aQpnre .olha no,aoe.d w Ml mq� r wenlemd wro,xsuml eaarr OlrW.p9d9�eeeP wegeom9oa.m nag P.M Eeel ehA �mmanmwa a��anel�o® nolo lommta.zla Na se�t_sum 3lz ae.andm.vnnma. Lrmn.a aysrd rb Truss Thru Type y ON t ply TWCumberlantl ]11131682 A HJ02 JmkApan Sider 2 1ob Reterece o onalComporeMSWply, Jxkaemnlle.FL 32256, a f0 a Apr 132017 Id I SK ln0.—re.Inc. Men May 151505:362017 Fear ID:x VIWMS N522081FbkyMma MNS10G1CNM3TmHS_S(R&MbR(GPIdH0. GDNk 2� 2B3 BcaN�l'.128 aX5 1z 1 Jill 3 4 Sea II zea 24.13 LOAgNG Ns9 SPACING- 241-0 CSI. DEFL. In B.) Wed Ud PlATEB GRIP TCLL 20.0 Plate Gdp DOL 1.25 TO 0.22 VdMu) 0.01 3' s999 200 MTW 244/190 ]CDL 10.0 Lumber DOL 1.25 BG 0.21 Vdd(Tq 46.01 3 s999 im BCl 0.0 ' Rep Stress Inn NO W13 000 Hou(TL) -0.01 2 Na Na BCDL 10.0 Code FBC2014AP2007 MM11x-MR Weight:911, FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wwd sheath'mg directly applied ar2-93 ocp pins, BOT CHORD 2x4 SP No.2 except and venical5. WEBS 2x4 SP No 3 BOT CHORD Rigid Mfli ,f dredly applied or 100-00 W bradng. MITek recommems that Stabilizers and reroulmd cross bmdrg be Installed Man,three erection.In accordance MN Stablllzer lindeMflon med.. REACTIONS. (MAIize) 4=102a}43,2=72rMedlanlwl,3�1/Mechanical Max Harz 4=61(LC 12) Manr Uplift 4=43(LO 12),2-51 ULC 12).3-XULC 12) Max Grav 4=102(LC 1).2=n(LC 1),3y18(LC 3) FORCES. (Ib)-Max.Comp.RAax.Ton.-NI tortes 250 Bid orless exceptr41ensh0wn. NOTES- 1)Wird:ASCE 7-10;VM4=130mph(3 SeCprd gust)Vastl=101mph;TCD--5.0pe1;BGDL=S.O efi R25ft;13,1511;1-24X;eewa=49;Cat. 11;Ery C;End.,GCpl-0.18;MFRS(dradtMen and C-C CMrd3)zona:and witical 10 exporteq parch left and right expered;C C for members and!forces 8 MW FRS for matiwuv Shawn;Lumber DOL--f 60 plate gnp D01=1.60 2)This truss has been design)for a 10 on psf bottom chord live load norwoncunent with aW other live bade. 3)-This truss has been designed for a live load of 20.Opst on Me MVom cord In all araas whale a rectangle 3i-0 all by 2-0.0 made vn11 fit between the bottom chord and arty other members. 4)ROW 10 RUINIS)for trues t0 vued aonnadione. 5) Provitle machanlwl connection(by others)of vane to bearing plate caped,of wlthdericirg 100111 uAl11 at ldnt(s)4,2,3. AWlawweVM/y NtlanprmVuemLMMPN01Ee eNTIOa INO NCLWEOYIEx aFFENIHCE P4aE1F)N m.f M16 aFFgKY9E cefl6n Wpld uss wtly WT Mlal'acolwiecWn.11'htleYln kbaetl WV upas Nunelen4wwn.a✓J klorm hWMNnI rultllrg canlnrsnl.rot hruryilem.XSlde��.IM WIbp Mhper musivtMylreeprMlulMIN r4aWP pdamelersad pM90Yh�edl�d'aR n14 CaYpnlnlolMovatli Ix4mr9de!da.w«vronxamaalo pre�dna.cueporlranwr.em,sweo«le/d olydamemt>eaorvv. raamlre t.�aporw«dcem,dwnler«n® MReK adwa.+rwwm ld slocmNarluwweeeal mil[Pse xTn P+%LtecelarM X�v dawwarivamlwe.rot eerwlawumce ro9Qan9 nla mncanon nwgle.CeYverv.erxMnaW h«4y ornusasadd—l. 5rem ,xe—drVAMdxrelN,pu<a vgaCL WXJnpCwnWrlMr I.v.MEW IH.tl. e1eN/4eamaXm�rvdMe hom Inco RaNImXMe.RIB N.lee Sheei.SdH]IR.Neruullla.VP RR311. Terga.FL YJa10 Job 12946TOA Tm0TeuTyDl— ' ID.�NnVIi UMng CompnenSPpq. -Ism,FL00NkyW522 0BfFnlzeyulMemrubeeeec3aee1nl1Mtlo uEBaOonHnieaAten lMOMMryoenMMGay 6115B15:0A5T:3V6T2ry01R]]e1L1Pz1634135N9j 3 13-3 313 Yal.=f:tza a oz iz NAILED 5 I 6 3 NAILED 4 3E 11 333 &2-11 LOADING hard) SPACING- 2-0-0 C&. DEFL. In (Mc) IMefl W PUTES GRIP TOLL 20.0 Plate Onto DOL 1.25 TO 0.16 Ved(LL) 0.01 3-4 1999 240 MT20 24V190 TOOL 10.0 Lureber DOL 1.25 8O 0.11 VarUTL) -0.01 34 1999 red BCLL 00 ' Rep Stress Mor NO WB 0.00 Horz(TL) 0.01 2 we am BCDL 100 Code FBC2014/TPI2007 McMx-MR WelgM:1110 R=20% LUMBER-- BRACING- TOPCHORD 2x4 SP Not TOPCHORD Structural Amit sheathing directly applied or 333 oc punins, BOT CHORD 2x4 SP No,2 except end veU.N. WEBS 2x4 SP Nrx3 BOTCHORD Plgid calling directly aoplred dr 1000 do hearing. MITek re0ommends thal Stabill2em and required cross bracing be installed during turas emdon,Ina=Nanta Wth SfaMllzer neellation wide REACTIONS. (Ibeaixe) 4=12=087,2=8H�Machanical,3=37MItchaniud Man Hort 9 lft-C e) Mex Uplift 4=-58(LO 8),2=-W(LC B),3=1(LO 8) Max Gmv 4=123(-01),2�(LC 1),3-5 g-C 3) FORCES (Ib)-Mm,Comp,IMax,Ten.-Allfomas2W(0)orlemexcepty sMm. NOTES 1)WIM:ASCE 710;VUIk130mph(3-second gust)Vmd=t Otmph;TCDL=80pef;BCDLdOpsf;R25b;B=45f;1=24X;rave-SIR Cat. II;Exp C;Encl.,GCpi-0.18;MFRS(directional);eM vedical leA exposetl;Lumber DOL=1.6C plate g0p DO�1.6o 2)This truss has been assigned for a 100last bonen dlord IWe load rmncorcurrenl ABh aft,other live loads, 3)'Thls truss has been designed for a Ilve load of 20.Ops4 on the Whom chord In all amm A4ere a rectangle 38-0 tall by 2-0-0 Add xin M L idarmn bee bottwn chord and airy other members. 4)Refer to giNer(s)fm buss to num cdnnealore. 5)Provide mechanical connection(by slims)or truss to bearing plate capable of surstanding 1M to uplift at jOint(0)4,2,3 6)'NAILED'indicates 3-1 W(0148'x3')or 2-120(0,1"',x3,25-)Waddle aer NDS guirchnes. 7)In the LOAD CASE(S)sa iN4Ideas applied to the lace of the More are noted as front(F)or back(B). LOAD CASES) Standard 1)Dead a Roof Live(balaMMj:Lumbar lelcmase=125,Plata Increme=1.25 UNblm Loads(peg Vett 1-2=80,34=20 CmcenlratW Loads(Ib) Veit:6=-1(B) D JT.a Qau FN-YWy eetlenpswMm aX aFAUNPTE4 dx 11a9xxo NLLUPEp IfIEx a9aPAMCE rAaE x6lmin'.toOYWrsaEFOM usE li roruuaW wen MlekAcmnaclu:.Wr—iry a Ina Wvd%ri Mdmeeeashwm.md klam LdMW W WIXp cwnWl,enL rot tnmiyslmn Belwe Uce.lne dWJrg Ce90nw mu rue N me 4YnkaMry netleNT Lwrmieles Obpe(alYbcwrgrole RE[Ie63rrinW II¢ovaWl �wro• d.aacswlmedleeklewe tmamre armw.e m�Aeh Cdr«uKKa mamesorvv.oaamm� kg re�npAw�nean�tt.� MIB( aw�Krri d"sm o"aged .-Ind A 1 unci 1. Wryad PIXonsid,fie. Iw9ernlalaJdalce reWWn2 ne aeW P.m EeY rYa. rMvf,pa fbrNe,delMnY IoW bn ml hitter ,2nd W mmmlam( .Aecah1M1 VAMN�rra4a,mrdf aM rC91 ruRJlp CamWnxll 9yNYHpmexar avol'lfetlan lrus Fble SMule.118N 1ea3M1ce15J1e 31 R.Nea0�dlka VA M143M10 Job Hasa T.Type atyl PN The Cumberland ntta seb 1 MTTOA J01 Croner Jack 1 1 jot R i bigamist Sending CompowM Sippy, Jactaomnlle,FL-32250, 8.110¢W,a So,r.. a,lnOustriea,Inc. Mon May 151Y.0.5., o.I Pepet ID:ahVlb0lC,W5220BIf 14Uw1TUVD%lHl NtIdQCHOsseEdY.IOvwmiCcD0FO DNI t-I-1 � L11 SZN•1:10.1 7 00 F1-2 2 1 4 3 are II 1-1.1 t-1-1 LOADING(psR SPACING- 2-0-0 CSI. DEFL In ax) Well W PLATES amp TCLL 20.0 Freta Gdp DOL 1.25 TC 0.05 Ved(LL) -0.00 4 >999 240 MT20 2441190 TCDL 10.0 Berber DOL 1.25 BC 0.03 Ver(1L) -0.00 4 s999 IW BCLL 0.0 ' Rep Stress nor YES WB 0.00 Hoa(1L) 0.00 2 No Na BCDL 100 Code FBC201M14M%7 Meutx-MR Weigh 416 FT=2011. LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural resod sheathing clrectly,applied or t-i-1 oc putlbre, BOT CHORD 2x4 SP No.2 except and verbose, WEBS 2x4 SP 1,10.3 BOTOHORD Rlgld ceiling tiredly appked or 10-0-0 no bracing. MITek reoenmands that Stabilizers anMre irW cross braclw be Installed during tries erection,in accordance sign SteNllzer Installatlon bonds. REACTIONS. (IQ/aize) d=3]NSE,22]/MecbeNcal,3=1tRAeManlral Max Horz 4d1(LG 12) Max Uplift 2=-25(LC 12)•3 (LC 12) Max arae -370-0 11.2- (LC 17),3=10(LC 3) FORCES. (Ib)-Max.Comp.IMax.Te1-AIIIow.25011b)orlessissopterarremen. NOTES- 1) OTES1)Wind ASCE 7-10:Vda:130mph(3-second gest)Vasd=101mph;TCOL=S.Opsf;BCOL=5.0paf;h45ft1 B715f;b24ft;eevaAft;Gat. II;EM C:End.,GGpib ta;MFRS hirectiorW)and C-C Exrsdor(2)zone;eM Vertical left exposm;C C for members and Imws& MFRS for reactions shoran;Lumber 0O1=1.60 plate gdp DCI=1.60 2)TMs Onus has been designed lora 10.0 par We=chord live load noncorlcurnent Mih any other live loads. 3)-This muss has been designed for a IIVe toad of 20.Opsf on the bonen Mand in all areas others a rectangle 3110 tall by2-00 wane All fit between the bo0am chord and any other members. 4)Refer to grder(s)for I.to truss conleclbns 5)Frovide meManlcal connection(by others)of huss to hoaMg plate capable of w0hsbnding IGO Ib uplift at judge)2,3. Q WAIMWa�VMly=Reamrt =RfiIC NOTEa CN1as N0.VOEa MRx aEFfleXCE MOE MR)1I]m.la9— aEW-U¢E peYgh vWplduhe aYywMi MlleY® mix sidrJgi e=.WistlaYyulTa paomelersLwwn:mlhhwmfglNtlud dNTgcannxxienl.roh q mOX•lem.esraa m.X¢Ixldp CeipiermelvenN llheg511cWrveltleYah lrsamWlersmip<pmiv NcapxeK mhtleswnmloll<ovaall Mllek• wed darph. Wasp mmeeeaala varehhlrwura alihaMaalM wears clxxamnNc. rsorly.Ptl[Nlaxf gmlxvyaMPahna�enlea:kp I ¢awaw heWWee haeuwlvmdloaaahlca�avmm w�eparsehhe M.rmawwalrmm�e. ra pehMae�wace hwaerolne aeax R.W.eeb awe. hyakolbn.Saone.tlellvary.ehecllm Ttl dsFq of Ma<esm]mm Mlee4feaVIWIWI GWP!/CMxe.M¢d9 aM BC91 BUMrpCm�nml �' Tehga.fL 33¢10 9Mh WamaXm awfMe M1dn Inm Rale haYMe.21a N.tee Spe¢I.Sx6]IY.NemMb.VPRR3I J. Job T. True Type Olyw Ply The Cumberland Tl 11114585 ob R rands Liddell 12818TOA PB01 PIGGYBACK 1 1 Build,Component Supply, JadddaJle,FL-32258, 8.110s Ap1320laylle estatrieelm. Monv%,l5l5lO6W20l7 Pagel 2-10.14 IDC nNbB "W522OBWbl4Mue3-TUVDSSIHJ-Nt[m HOwpaeErYJO NC KFD DNI 5413 2-1414 2-1015 46 II Scal—f li ji 3 7.00 Fl2 2 5 t ism ,S1 L— C \ id�3 d 6 2.4= zR4l zx4= 5 413 _ 5 413 LOADING(Psi SPACMG. 24H CM. -- -- DEFL. in Qac) falel W PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Ved(LL) Na - We BSB Mr20 244A 90 TCDL 100 Lumber DOL 1.25 BC 002 Vad(TL) We Ne BBB BOLL 0.0 ' Rep Stress Ina YES we 0.01 Horz(TL) Bon 5 We We BCDL 10.0 Coda FBC20Tu TPI2007 Matrix-P Weight:13lb FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No2 TOPCHORD StruaWrel wand s0eatMng directly applied or 5413 m purlire. BOT CHORD 2x4 SP No 2 ROT CHORD Rigid ceiling dlredlyapplled or 10-0-0m bracing. OTHERS 2x4 SP No.3 WTak recommerds that Slabilixas arltl regXred cross brach, be Installed dudrg tmss emsllon,In a0defte nce with SteNexer Installation guide. REACTIONS. Allbeadrxls44-7. (Ild- Max Hoa 1=33(-C 10) Mex Uplift All IpIIfl 1001b or less azjdutoQ 2,4,1,5 Max Grav All deactions25011borleaeat)olubs)2,4,0,1,5 FORCES. (Ild Max.Oomp Bdax.Ten. Allforces250(Ib)orleaserzceptwrenshows. NOTES 1)UMalanced rod live loads have bean cordide ed for this design. 2)Wind ASCE 7-1G Vult=130mph(3-second gmp Val(imph;TCD"Opsf;BCDL=S.eped h= lftl:B=45f1;L=241;can do;Cat. II;EVC;End.GCpl-0.18;MWFRS(direcflonag and C-C Externa iaone;C-C for members and forces&MFRS for readlons shorn;Lumber DOI-1.6)plate grip DOW W 3)Gable requires continuous bottom chord bearing. 4)TNs comma has been designed for a 100 psi bot oro dnrd live load non tonwrienl with any other live loads. 5)-This truss has been designed for a live load of 20.0psf on to bogom dmrtl in all areas where a rectergle 344)Led by2-00 al wtl fit between Us Wnuln chord aM any o01er members. 5)Provide mmhanlcal wTiedion(by others)of buss to bearing plate capable of wXhstanding 1 W to uplift at lo1n1(s)2,4,t,S. 7)See Surround!Industry Piggyback Truss Connection Detail for Connection to base buss as wplicaNe,or wrwult quaiilied building designe, w4alpw.vmrry4aUn Pee—tenm4all xoTes oxnmaxn arc(Voaosartx aerexxxca r4aeul4n....undowra id.uaa. IHLLT-.mr ue.Y fl.11.canecla5.IM udvon IfIwvsOaYv u—pd—.d,Wwm.aM l:to mYJIUWWGrxund c-Itrot rum rydemt..—IM..uvet se coni,-a,,lne 4[4lctiYlh or ueei la Ls.atl pugrlvhcul%YaR IMd Ain Mo h¢ove�dl isalrN' ' wM10 Mese-1l-n`u.1YNNAM Max'Mmf/w 1."... Y...boli.pe- srsYr9 M IMtoIMY dao3e.CeWerY.sx.Mnad b¢Ir9 o11iussEzpolnm Mimra�ieaxtA51%>II Gw1 M1`sdd9i lna nenl l ek' I�1'uft9 aoy lNwmi i—.a findufltilaN.lae saeeL SAR 3 l z.ae..—,A,n,vq Tlftsla. NwinPCcrrpa Manon m'tll. 83�Pahe E�n14Y4. Job Tllsa Tlu68 Type , GN, PN The Cumberland 3 898 12WTOA PB02 P"'Midk 10 1 Jab ....... tonal Bdldirg Component Supply. JeGscmllle,FL-32258, 8.W5nOr1N4M1 ITek Industries,Im.y? May1515:B5:3B2 n9 Ds1 ' ID:xBnVIbBIOsyW5220BIFblryMlre3-yf136fUJVUIVkwxbLNx9L48OxxF3eNhlpGwynsxGON11 TIM5P13 z-10-11 z10,14 4s! 11 3wN-1:12 B 3 LFI-2 4 z s e G4= zas 1 'pW= 1.13 5. 1O LOADING(psUFWACING- 20-0 LM. DEFL. In (lac) IMsB W PLAlEB GRIPTCLL 20.0Olp DOL 1.25 TC 0.07 Ved(LL) O.W 5 nh 120 MI-20 SweetTCDL 100r DOL 1.25 BC 0.04 Ver11TL) dW 5 no 120BOLL 0.0 ' tress lncr YES WB 0.02 Horz(TLj O.W 4 Ne NeBCDL tooFBC2014rTP12W) Mal Weigh:111 In 1-2. LUMBER. BRACING- TOP CHDRD RACING-TOPCHORD 2x4 SP No2 TOPCHORD Structure!woad monthly,directly applied or 5,413 w pudlne. BOT CHORD 214 SP No.2 BOT CHORD Rigid ceiliW Grectlyapplled or 1000 w bracing. OTHERS 2x4 SP No3 MUTeK recommmyls,that Slebilizem and :Iansabretllg be Installed during buss erection,In accoManm with 51aNlizer Installation guide. REACTIONS. (ID/sl2ej 2=12V441-0,4=122/4-1-7,6-IW4/ 1-0 Max Holz 2.-03(LC 10) Max UPIM 2=69(LC 12),4=69(11.0 12),6=-SILO 12) FORCES. (m)-Max.ComPd Ten.-All from 250(1b)or lessexcaptwTenshose. NOTES 1)Unbalanced root live loads have bean considered for this deign. 2)Wind:ASCE 7-10;VWL-1 Milano(3aecond gust)Vasd=101 mph;TGDLd.Opsl;BCDL=S.Opsf.rb2511;B-45U;1=24ib eve=<n;Oat. 0;Exp C;Encl.,GCpib.18:MFRS(dlredioral)and C-C Eltelbr(2)wne;C-0for members and forces&MFRS for reactions shown;Lumber OOtrt.W plats grip DOL=190 3)Gable require continuous boltorn cflord trading. 4)This inns has been dealgrabi for a 10.0 psi horse chord live matl noceoncu6ent with any other live loads. 5)'This true hon Dean eeslgned for a live load of 20.0psf on the Whom chool In all areas w9lere a rectangle 30-0 WI by 2-00 Wide will fit between me Whom.Mrd and any other members. 6)Provide mechanical coana:lion(by others)01 trues to Webb,plate capable 81 Mm3landing 100 lb upli0 at,.nt(.)2,4,6. 7)Sea Stardom Industry Piggyback Three Connection Detail for Connection to base buss as applicable,or consult quallfled buileion deignel Q wawwo.wary ew4aAww..e...,eauoxorteoxswsaxPWauoaPwrtaxasxauxee vaoa4wzm,w.r4arnrzearoasuaa �' ce4�vaa mrlaeeruvvxn Mlekwca.a�;lo,.m:ers�al>waaonv�welrel°an,w.mael"�z,cwsa a4�xl9s°mP°rem r.,l tllmxnrxm M®e�.Re dAblrgdxrie,Im¢I wnH nn[gMk�alNolde9pnpaanekrsmy ggr+rNsc"Porore P,kdz.Llnnl°Neawvdl d'�re�garea �a°q°��''�kl�`p�pe�"�°`+rW�"`�°m �rg' P" as,°n MiTek" IadtNbri oases.CaMay.areclMnm]bacag°IingeSfrvJ inmsMemc ceeaNHli%I GutllhadrMa.aa9'aa wM BCSI bYAO<anV rwrlr ia,lry. 1e Fnsrexa. SAIy INOIniaXM aM�'e pan L,n ROrx kupMa.21a N,tee Sweet Sulle312 NeaagMi VAZ1311. .FL 33610 Job Tllw Tess Type Ory, Ply The Cumberland 12aWTOA P003 % 1113/581GGYBACN 1 1 Job Pet ouvng uorn"rum pWpY. +actwomnle,eL MN, SAIDe Ap13201]MTek InOWen,lrc. MOn Mey1515:05:30 01] Pepsi ID:XWVIWa yW52 WFbI4Mue3-OWztgN edbY51YWi20uHkZgLilNq_M1agVJIZGDNg 21.14 5813 21014 z-m1s 46 It Shale.1:128 3 ].0 12 4 1 2 S d Iw IR e h4= 2411 34= Ss13 5913 LOADING; ACING- 2-00 1`.61. DEFL. In pec) Udei W PLATES GRIP e Gdp DOL 1.250.0] Ven(LL) OW 5 rir 120 k4T2o 214A 90 nbm COL 1.25 DC 001 Ve0 TL) 000 5 1W 120 Sbess lea YES WB 002 Horz(TL) O.W 4 Ne Nee FBC2014RPI2W] McNx-P Wat,M:11 Is FT=2. LUMBER- BRACING- TOP CHORD 20 SP No.2 TOPCHORD Saudurul wood sheathing directly applied or 5913 oc gtlira. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 100-0 op bracing. OTHERS 20 SP No.3 Weir recommelgs that Stablllunk and learned crone bmGng be insisted durng Vass election,In aCCordanCe wDll R1aNIIZBI REACTIONS. INsize) 2=12&4- - Irradiation aulde. ( 1 ],L-122/4-1-],f 150/4-1-] Max Horz 2=43(LC 11) Max Uplift 2=fiS(LC 12),4—S)(LC 12),6=-5(LC 12) FORCES (te)-Mex.Comp.RAax Ten.-All fomes 250 gb)or te5s except wMen sflown. NOTES 1)Unbalanced roof Ilve loads have been considered for tis deslgn. 2)Wind:ASCE 7-10;Vult=lWmph(3 second gull)Vasd=101mph;TCDL=5.0W BCDL- .Opsf;Irl 13 4511; --24ft;ea eft;Cat. Il;Elm C;End.,GCµ=0.18;MFRS(directional)and C-C Extedor(2)zore;C-C for members ala forces&MFRS for reactiom shown;Lumber DOL=1 W pate gnp DOI-I.W 3)This Has nes been designed for a to 0 psi bottom chord We two re3nconcurre d win any otter lye loads. 4)-TMs tars has been designed fora live load of 20.Opsf on the bottom chard in all areas where a rectangle 36O bill by 20-0wide Wil it between the bottom chord and arty other members. 5)Provltle mechanical connection(by others)of leas to bearing plate capable Of withstendfllg 100 Ib uplin at joints)2,4,6. 6)Non Standard beating coigtilon, Fail required. n See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designs,. Q WwMINdVaMx 4ulpn prxaletW adeNO,Ee M1MeINO HCLVOLL MIIEx aEF9MNcf PIOf4F)A]m.IWN015 B[ieIIEYBE �tlar vJkllau.¢aYYw-IIn MIIeLWccrygclpe,RidgylnkbsedaYYrWrfbac�elers9w.xim]Iar IMMdpl dltlkpcwngx¢nt rot Mdsna .- un.tte pYdrp��rer m.MVMN tlngpemiry ortl[W,x,{nrmwten[Mq<genyhcarwraH inderpndr—oJ lelkLtlde`Jdn.b¢MlMkalnOlclo gaveM[ucMwp efYUAkkM lnffiwebW/wcnwtlman[tie wYY.NMWnx bnMW mllzrmarenlM AM r bs312ovpeJ6 , aMtlIBnSIree1.9/la]I2 Nem'Alc.VRY13h6 33610 Jab T. Trost Type , Off, ply The Contenders! 12810TOA P1201 PIGGYBACK 1 I 11130500 BmIMng Gwnem,Supply, Jacksonalle,FL-32256, 0.119 s Apr 132019 Mirek Industries la. Mon Mey 1515:05:392017 Paget ID:x9rVIRANDWW52208IFble Mm-CIdaf,"Roj Y51 Mi20uHkYgLZYNgC fegVJIzGDNg 1iY 21611 0415 5-&13 1<I< 1L-0 661 1411 Sole=1:11 are 3b- 7.00 Fl2 5 2 8 1 g 5 9,13 Plate OXaeis IX.Y1-- f303-00-1-121 M:0.3-00.1-121 9,13 LOADING(pN) SPACING- 200 Cbl. DEFL In (lac) slash LM Pi GRIP TCU 20.0 Plate Gap DOL 1.25 TC 0.13 Ven(LL) 0.00 5 M 120 Mi20 2441190 TOOL 10.0 Lumber DOL 1.25 BC 0.16 Ven(TL) 0.00 6 wr 120 BCLL 0.0 ' Rep St..Ina YES WB 0.00 HorzQL) 0.00 5 we wa BOOL 10.0 Cade FBC201MTPN007 Mai Walgi 15 lb FT=2M LUMBER- BRACING, TOP CHORD 2x4 SP Ni TOPCHORD Strclund Wood sheathing Gritty applied on,5-9-13 ac pudin. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid celllrs,drwly applied or leo-o oc bradng. MITek rsconensom that Slabtili and required pmss aadrg be Instaged during inner emon,in a=Mance wI1M1 Stabilizer Installa0on 0uitle. REACTIONS. gblrize) 2=197/4-1-7,5y19i Max Hoa 2 l9(LC 10) Max Uplift 2,71 ft-C 12),5=71(LC 12) FORCES. (Ib)-Mm.Canp.IMax.Ten.-All to.250 Ob)or less except wam sho on. NOTES 1)Unbalanced mol five loads har.been..idared for tate dmlgn. 2)Wind:ASCE 7-10;van=lWmph OB and gust)Vasd=l(imph;TCDLSesp f;BCDL=S.Opf;h=25ft;Bw5ft;1- 411; Afl;Cat. Il;Exp C;Encl.,GCpI=0.18:Mai(drecllonag area C-C Exledor(2i zme;C-C for members and forces 0 MFRS for readlons storm;Herber 001=1.W date grip DOL-1.60 3)Plourde surpluses drainage to prevent sister ponding. 4)This Wes aas been deslgned lora 10.01 most clsord We load nbnmrcunent vara any other INe him. 5)-This buss has been designed for a here load of 20.Opd on flue boewn chord In all areas sfixe a rectangle 3 8-0 hall by 2-0 0 Wide veil fit beisee0 ins bottom dlord and any other members. b)Pmvlde mecM1anlwl connection(by others)of trues to hearing plata motile of shostaMing 10016 uplift at joint(e)2,5, 7)Nm Standard bearing condtion. Review required. 6)Ses Standard IMusiry Piggyback Tim Coreedion Deter for Connecflon to base truss as applicable,or corault qualities bulli designer. QWARNMa VWXy Mtlenpvxn IES aH rnI61Ma WCLVOEa IfrEx pEfPUNCE I4bE/40]a .IOOYM1reEPolfEVSE - ue dYY vxh navIM au tl1NH1�p�lr ¢.to"eretlnNianfnN mbLtlauMe�OEwuuh�YYNWeo,e1n"aowoow.+emwrs.LeeaWmw�nmo-I'll naMe�1�111wto d°odoil �frarus' L�inAfkNlqY] M. tevrowtM l Mole gra wllbr hon iuw,dgopMydana2e-fesyntv.....<elhr,Wonsw IaLk Ibn.[Iwo}+.MIN¢ I-.r-ri,lMriernol ause5mdl1Mnem1x4W5V1%11.M 11II1.M.a5Ed9aM¢CSI BUMNg Cary�nml Tre e, TernNtl. drib Irem -aWltln umiL�¢Nma roman¢.zlarv.nee 9rexL Sulhi 3lrz.aevwJno.vF Y1]In. 1nrye.FL aPb10 Job Thos T.Type . DNI Ply TM CumbWlend 0.09 12B46TOA TOt Hip Girder f 1 Job Refs Z o Dora BWMirp Compwwnf42p2 Jeckaomil.,FL-32250. 0.1102Apr 132thluea eklndueteae,IrC, Man May1515:05:402U17Pm 1 ;,GDN IDxenVlbMOsyW5220BffblryMue3u30L4N(90v189EckCedDVObe10]BACBueP2tILGDNI 42-0 P11-0 1680 1B1P0 L2�0 690 590 42-0 Sad.=t 33.a ]rd0 NNLEO stock., spGel NAILED NAIUM •411 NAILED NAILED h1(b1 Tm F12 3 1e M 21 4 22 a 24 5 x s ] 2s 10 25 ZI a 20 29 3 30 NAM-0) a5= fkkUED NAILM .10= NAILED NAILM a4 ,1 NAILED 4x10 II 4x10 11 NNLED NAILED HALED j 9-11,0 lsao 19180 Plate offaeta a n--r2 oa-e Edge) 1306-o Ea I I o Ea I]o-s- D Eao 1 590 `2-0 LOADING(est) SPACIN4 200 CSI. DEFL th (bc) No IAf PLATES GRIP TCLL 20.0 Page Grip DOL 125 TC 070 Vert(LL) 0.18 69 >999 240 Mi20 240180 TWL 10.0 Lumber DOL 1.25 BC O.B4 Vert(TL) -0.24 9-10 >999 1BJ BCLL 0.0 ' Rep Sheae nor NO WB 0.4] HOR(TL) O.W 7 We Na BCDL 10.0 Code FBC2014/FPY200] Maps I Weight Be lb FT-20% LUMBER- BRACING - TOPCHORD 914 SP Not TOPCHORD Structural wad shealhing direaly applied or 3-2-120c pudlns. BOT CHORD 214 SP No.2 BOTCHORD Rigid coifing dlrectiy Wall or 5-11-15 Mbalg. d WEBS 2x4 SP No.3 MTek mcommencis that Stebiftbars and regJired cross bracing SLIDER Leh 2x2 SP N0.21-6-0,Right 2x6 SP N0.21-60 be Installed during tensa erection,in accordance Wth Slabillaar RFACTHNS. (Itusizid , Imitated.oulce. Max Hoe 1=-70(LC 6) Max Uplift 1=-]45(LC 8),7=-745(LG B) FORCES. (Ib)-Max Comp.IMex.Ten,-As fomes 250(lb)or lees except Wren shorn. TOP CHORD 1-3=-13621 Wfi 34=-2118'14]3,45=214&14]3,S]=1642/10]8 BOTGHORD 1-1�-88511354,&10=8]N1380,B9=8]1H380,]A=866'1356 WEBS 39=628826,49=-50.30],59=82&826 NOTES 1)UMelanced mol If.loops have been considered for this design. 2)Wine;ASCE]-10;Vult=130mph(3-second gust)Vasd=l otmph;TCDL=5.Opsfl BCDL=5.0pst;h=258; 3-15ft;t-24ft;Ways-41t;Cat. Il;Exp C;En.L,GCpi-0.18;MW FRS(directional);porch left antl right expi Lumber DOR-1.60 plate gap DOI-1.60 3)PmWde adequate drainage to prevent eater pm Ing. 4)The;fmss has buns designed lora 10 0 psf boltim cho d Me Iced non..umm With ant curet Ina Dade 5)'This truss has been designed fore live Iwo of 20.Opa On the badwn.lord In all areas Mem a rectangle"0 tall by 2-0-0 Wife WII lit between the bottom cMrd and any other members. 6)Protide mechanical Connection(by others)of Ours to beetico plate calmale of Wlhstand r,IM Ift uplift at minds)except Qtdb) 1=]45,7=745. 7)'NAILED'Indicates 3-1 did(0.148"x3')or 3l 2d(0143'X)25')too-nalls per NDS guidlines. 8)HBngWs)or oMer conntttlm dookm(s)shell be provided sufficient to support cancentrated loads)7216 down and M Ift up a 4-2-0,And R ID min and 83 lb up at 158-0 on top chord. The design/selection of such connection deNcem)is the msponslMl3y, a am., 9)In the LOAD CASE(S)season,loads applied to the lace of the area are noted as front(F)or beck(B). LOAD CASE(S) Standard 1)Dead.Roof Live(balanced):Lumber Increase=125,Pale Increase=l 25 Unit..Loads(of) Ven:1-3 60,3-5_60,5-]=60,11-15>20 Concentrated Loads tib) Vet.3=49(F)5=W(F)10=29(F)9=-29(F)4--VWF)8-29(F)19-49(F)21-49(F)22=-49(F)24-49(F)25-85(F) 26=-2WF)27=-29(F)28=-29(F)29=-29(F)3R85(F) Q WAPNW6 VMry 4=YLm pv.mtl�mW pEq 9 NOTES ONTMS pHs NCLYMO MIEN pLSEpXNCE PA9E I@la]m.Ia0YN15 BEPoMY4E a a l�iuuanyaHm.P¢lae yi e,,INeMYxItl4�Omlas.INhtle51{Inklxmrvl MYW>7-lwxrnrielers9uwn.wJlSlu ar MlN?M pXargcompaxnf.rot ORIC 0 or 0eY9n. bmYphuAcalWtlGrxgavenf[ue4tlrp otFq MbmNwebaWacMrtlmexnheawpmJy lYq @mC nryymeme:pl4p 1p ka.anrawXeYlm dalfyaad lxweVerum, wnnl>a�.lx+wr.A kXNYam wapemdaaa9a. lorgm.,x,9wmaxmgarare rye MIT..E assaykn Mx-e.deWery,cecMn utllx¢Lpol nlbn La, MlmiS meANf1/WII OWNCnMM.OMM wX kClr4gipCmparxnl MM PtR.E.Bad WMY bxanpXm ardNl,lx hom 1�Rale IreXMe.xla N lee Shcel.Sulb]IT Hx.ggM.VP xRJ11. iarryL FL 3Y10 in T. T—Type . Ory, MY The Cumberland 71113/590 12MTOA T02 Hip 1 1 Job ° fereadat(oplairan euwnp componenmuppry, 4acxWmllN,FL fl 13201MlTa Monly"1515,05:412017 2P0ge1 IOxnVleC,W52G8FbI4Mue -MIHWLonDWABwd5iR_eMH6IEQdOB2GDNe HID 131.0 18212 1&14-0 6A0 ] 6612 YZ4 9oeleI-7.5 Me 1\ wo 3 21 22 za 24 4 zap12 IN)Z19 25 Idi 26 i 6 1 � la 10 B 3m I ®m= 4u= d4 II a are 11 BZU 1199 162-12 1 818460 62O 7" 4812 6 21L9 Plate OXsets IXYI- 11:034006114'OSO Ed9e10'05Oi0-0SI LOADING(psi) SPACRlG 2-0-0 CBI. BEFL. In (ac) area UE PLATES GRIP TCLL 20.0 PIale Grlp DOL 1.25 TC 0.85 Vex(LL) 0.13 91B >889 240 MT20 244/190 TCDL 10.0 Wmbw DOL 1.25 BC 0.41 Verl(TL) -0.15 910 >999 180 BELL 0.0 ' Rep Stress I- YES W I 0.32 Horz(TL) 0.02 8 IVa We BCOL 10.0 Code FBC2014RPI200] aet111L-MS Weight:1011b FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP Ni TOPCHORD Slmdural word sheelllmg dlredly applled or 2-20 oc pulling. BOT CHORD 2x4 SP Ni80TCHORD Rigid telling tiredly applied or 6-0-0l bradng. WEBS 2x4 SP No.3 WT.,recommends that Slabfifi is and required dross bredrg SLIDER Left W SP No.21-6-0,Right W SP Ni 1R-0 be Installed dui truss erecupn,In accordmwe wifil Stabllizer Instal guide. REAClIONB. (I.Ho 1=R4(LC 10)=883/0-58 Max Hort 1=-103(LC 16) Max Uplift 1=448(LC 12),8=485(13 12) FORCES. (Ib)-Mex.Comp.RAax.Ten.-All forces 250(Ib)or less except wren shown. TOPCHORD 1-3=-980,1062,34—]8]1)96,4-5=-8080905 SOT CHORD 1-10=-81490,9-11:1 WEBS 3-10=286713,5-9=-71148]1,58--784088 ROTES 1)Unbalanced roof live loads have been considered for Nle design. 2)ill ASGE 7-10;Vult=130mph(SsecmM gust)Val 01 mph;TCDI=5.0pst,BCDII SBpsb n=2511;B--45M 1--i save=4fl;Cat. 8;Elm C;End.,GCpi=0.18;MFRS(direcrlonal)aM C-C E,lerim(2)0.00 to 3-0 ,Inarb i)300 to 8-20,Eldedor(2)&2-0 to 1T-10-15,Intedogl)17 4015 to 19100 zone;cantllever right exposed;pomb left am right expoabaC-C for members and forces& MFRS 10,leacliuw shown;Wmber DOL=1.60 plate grip DOL=1.60 3)Prople adequate drainage to prevent water ponMn9. 4)The truss hes been designed!for a 100 pal bottom chow live load noncgnwhore Min any other brief loads. 5)-This buss has been designed for a live load of 20 0paf w Me bo0mn chord In all areas where a rectangle M-0 Led by 2-00 wale yell fit between the Whom chord and arty other members. e)Provide meghanlpal connection(by others)of rates to beam plate capable of wfli aterl 10010 uplift at dngs)except 01=11b) 17048,8=485, Q WIaNWgVaXyd py —er'....dI w164NOWCLYOFO 4nENaFFFN1NLEPA.a Ni ei,v Idf ay�MIIexO—n—l—lrYtWygn Is b—o-y upon Parmebm5uwTi,orY kloim WJMdial psI n cpnrp¢nf.not a trt¢syatem.lblwe m- ixX CeCRxa mrtl Veilty lMaiprAbel-0` Nortletl�p�000lmsmlp�cy�e9Vh......ale.Eeenr"�.Reovatll I'raiana mae+ n�arelmmlean onnv�l waning numsnaue mm wehawr�m,�mem�ao v- nx�e remwrwdrnwm tdarw MRek* Yen Wncdlllyrnifu wevenlcdlgSewllM1puNMe Fm 9Yw.. gq�edyhW rae. nn 9en�aUy I buiag�tlYg nre bMkiiNnmallm .arMeWaecllm 11 rrwPg,218N aMl LMW31�repHm/@II VA223CMM°.ose-09aM lLSI41RMp CgpM.wl seay.IL 91d 9MIy IWorma9m wtlWAe M1an Irua Rale[sOMe,21tl N.Iee54enl.Dile JI2.PMxmMb VP2IJ14. Tena,FL 3Y10 Job T. T.Type I cut, Ply The CMnbedend I.TOA T03 Hip 1 1 711130.581 ERf II aWltlilp Componem Sippy, Jad4aCrtYllle,FL 32256, 8.1108APr13200MTeklnO rabie,im. Mon Mey1515:05:42201] Pagel ID:tgnV1b0KGyW5220BIFN4Mue3 gWWSMOYXiAPY176gcSWwM rZVGa]BRLuugwdtGDW 62L ego 1LLU 142-12 T1 4zo 200 3e0 68.12 18.4 !cath=135.1 film 11 sw; 4 5 ab Q zro 12 3 21 n - 20 zs ss. ss. a ass. 2 ] + e le 11 3A If 3110= 10 20/B II 19 II 485- &2-0 12 8- 4 94 1&242 1 B1&160 42A fid 21 PMI,Offsets MY)-- D:63d d-06L(fiO560-061 LOADING(,0 SPACING 280 C81. DEFL In 11, Vdell w PLATES GRIP TCLL 20.0 %ale Grip DOL 1 25 TC 0.48 Ved(LL) -0.00 11-14 >BBB 240 W20 244/190 TCDL iD0 Umber DOL 1.25 BC 0.4] Ved(TL) —O.V -14 An 160 BOLL 0.0 ' Rap Stress Ina YES WB 0.24 Hrrz(TL) 0.03 1 We We BCDL 100 Code FBC2014RPIMO WMX WelgM1L 1101E FT=20% LUMBER- BRACING- TOP CHORD 204 SP No.2 TOPCHORD Stmdural Wood sibeadhing directly applied or 680 oc pudias. BOT CHORD 2xl SP No.2 BOTCHORD Rigid adling dledlyspplied or 1"-0w bwing. WEBS 2x4 SP No.3 MITek recommends Mat Ste01112em and required cross bredrg SLIDER Left 2x8 SP N0.216-0,Rlgln 2x6 SP Na216-0 be installed during trust tendon,In aaortknce MIM1 Stapllzer 1=13SOLC138(LC REACTIONS. gInatallafio,guide. MbBlH 1= 6,10=52585-8,9=5010/5-8 M.H.Hoe 11) Mat Upm 1=-183(LC 12),10=180(LG 8),9=449(LC 12) FORCES, (b)-Max.Crmp.IMaX Ten. All fortes 250(lb)or lees exrp M.shown. TOP CHORD 1-3=64628],34=6031303,4-5=-49]282,S4E336212 BOTCHORD 1-11=-150/562,10-11=5 52 5 5 WEBS 311=-380/222,4-11=-10&289.511—M125-1M1A57M24,64_-A4A?18 NDTES 1)Unbalanced mol live loads have bean considered Iorthie dmgn. 2)Wind:ASCE 7-10;VUIF l30mph(3second goat)V.d=1 O1mph;TGDLd.0,f;BCD"Opst;tb25ft;B=+1511;---24ft;esve-dt;Cal. 11;Elm C;Enol.,GGPI�0.18;MW FRS(Ona,Tonal)and C C Expoor(2)080 to 3-0.0,biedm(1)e0,0 to 8 2-0,Exleroo(2)8-2-0 to 11-e0,intedor(1)15-1615 to 19-160 zone;end verilral right epmsed;porde right exposed;G-C for members and firers 8 MFRS lot 0eacllons shown;Lumber DOL=160 plate grip DOL=180 3)Provide adequate drainage to prevent Water ponding. 4)This truss has been designed for a 10 0 pat boXom clmrd live load nomonwrtmt Win any other live beds. 5)-This buss hes been designed IreaIt.load.1M.Opaf on the br0om onord In all areae M.a rectangle 3 -O tall by 2-0-0 add. we lit between ale boa.chord and any other members. 6)Pocelde medlanirl connegllon(by others)of truss to Eeamg plate capable o1 Mlhstanding 1001E uplift at Ioimis)eu l Ot=16) 1=163,10=163.9=248. Q WI/IHatl Wvayrbianpvanslvawl4PFAa Ng]Ea CN 1145 Np WCLUOEO a4NCE I4gEMb]4A el¢1r169EFO,F VBE. 0.µT WNl lw Tee oeYyµlln MlekW b .Rktle=.IT6Lu¢]eMYulw eu Ie1a51wwtaWk YtlWArtf UMlYyl�.wnP�xwnl rot a stn MlBelt-vz RedMrLp q}w mmlve1N 11'e[Pp4caAlNdde dw -ll- erswgpRY¢d ncarwmle MBtleYyi MO M.e oveW waw drJFe ee. ®«rid kaxem al l.-Y-mrl-xnrdllwrsmew-o«,dt nw memamweY.Ad vlbeel lerwmmdcem...-m u��n m k' YMuna�egNed MftWllyaMl w 1 Wgte1 �ef>a1W.— ..MI lluaanoae. rt ye ail B�al,sr �epwap nw sew v.n.EeY aha lY ay 1 fttaye tlN en-ret >vl ppina^lin..le. —I lu.e I,.Mxu/1%l awN r%dlM.a rse-09 m]eeL W ap CgnppMnl adNylydwmollon eYtlotl-nwn+ Rol hllMezlelu.l--meet Yal-a z.N-m'Mlb vazzll4 tanry4 FL a361r Job rnus Tues Type . ON, PN The Cumbenena Ttit30.592 12816TpA T04 Common ) 1 Job 17ererre shm" BWItlm9 Component Supply, Jecksarvllk,FL-32256, Bi Apr t3"MmIi lnlNWg7Oix l nMay1515.05:432oj] DN ID:x9nVlbelOs1W522pBIFblryMue3lesUICN2Jq]10i1(JIY)K2]uBHyAaJWweeYgBIZGDNc 7.5 2110 to-08 i 13Se ]00 211A 41 0 460 SB- ScaleM.3 4 7. 3 \\ W FIT 3 14 /u 5 15 3 Wa II 4aS G 0 2 ❑d 1 C 0 ] 3x0 II 7xto= 4x5- 9.110 10 S0 B1iL 660 Plate OXseh fX Y)- 11:03300611664-12 Ednel LOADING(psB SPACING- 280 CSI. DEFL M (loo) lbWl W PLATES ORIP TOLL 20.0 Plate Odp DOL 1.25 TO 042 VeI(LL) -0.14 8-11 0900 240 MT20 24W190 TCDL 10.0 Denber DOL 1.25 DC 0.70 =e TL) Dh3 611 >581 1W BOLL 0.0 ' Rep St.Ind, YES WD 0,47 Horz(T ) 0.04 1 We We . ED 10.0 Code FBC20f4hrP2007 Metrix-MS Weight 971b FT=2 LU111i BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Slrudural wapd sheathing directly applied or 584 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4SPNo.3 BOTCHORD Rigid ceiling directly applied or 1 000co,bladlg. SLIDER Left 2x6 SP No21-6-0 Mi Tek recanmende Mat Slabl0zem WMrequlredc10 bmdrg ba inealled tlunlg lluas erectlpl,In acc.Man.Wen Steblllzer Installennguide. REACTIONS. (Iba Ho 1-152(Li57=7331OS8 Max Hoa 1=1W(LO 10) Max UpI1X 1=190(LC 12),7d94(LC 12) FORCES Qb)-Max.Comp.Rdex.Ten.-Alltomea2W(lb)aimexcept Wlenstxmn. TOPCHORD 1 -9181310,33=b12/312,4-5=481280 BOT CHORD 18--19M736,]4L--18G629 WEBS 38--38122],441=-20516355-]=-7612W NOTES 1)Unbalarcad root live loads have been cormadersd for this dreign. 2)Wind:ASCE7-10;VIA=1 wrrnw(3secmd gust)Vmi of mph;TCDLr5.0p %SCDL=50pal;h=25X;8--15f;I=24ft;efinn ;Gat. ll;Exp 0;End.,GCpIi 8;MFRS directions)anC-C Exlerhat0-00 to 3-00,Interior(1)30-0 to 9440 Efterm )411-0to 12-11 0 mrm CL for members an farces 8 MFRS far reactions shown;Lumber DOL=1.60 plate grip DOL=100 3)This ones hes been designed fora 100 psf ndom cod hire load npncloccurmn1 Wih all other Irve loads. 4)•TF05 there has been designed for alive load of 200psf on the boXom shod in MI cress Where a rectangle 3801x11 by 200 Woe Wil fit beMuen the bottom chard and airy other members. 5)Pmvida mechanical connection(by others)of Was to bearing plate capable of Wllslvtdirg 10010 Will at 1dM(s)except gtdb) 1=190 7-194, Q WI/INNE�Y Y/tl�IpnpmmMvexgeEle XOTE6 pIlX1S IIq tlIGLWEa MIIENPEFE �Wtlla�mwYywM MIehP➢cgvackxi.RhdegpfkDaetlrvi4 ulw {nr _ I 1 1 nwsyslwll Bala¢me IM bIIMlgrleY3re mfM w'IN Ice ogHINAINo1M pn4 •v - W11i. amxq YxAcafftlhlo gwem dctle2o MJh14rM In ra wenorrd/ r I m. I nII s¢ nrnnauaq k• Ear.+mrewee rw nldMxyaMro pevanlcamcermn posluece�+' aMaY v . z l`i an.., ¢nrvn.. AY to ren tlsom c Conte'from .nand nrmlryl of 118 H c. n trune1iaseLN51m/1%I eutlIry C4M'Io e5Bd9 oq C WIMInq CompoMnl Tl—IL EMBMd salary lnlpmWan Wdade from Tnmflale lnillN1e 21e N.Lee flreef.911fe 912 Ne1aneLIa VAJ9911 � Tenpe,FL 9x10 JODTmp Taus Type , OIY %y The Gumbedentl 34693 12848TOA TOS Roof Special Glder 1 1 Job Reference noblonsig &IiIEIrg CAmpwlenl3upph. Jeckaomilk,FL-32256. 13201]MITeklndMlliee,hcFaLRB MW2d::d CNG1] Pa991 Sts &11-0 171-s Ip:x9nVldelOeyW52;XlBIFdryMw3mgOsw%Ng48FtepVIFeIDLRB_MVxMokpCNG_W2GDNb Q499t 33]- � 4-992 ]-2-5 ]68 Ni610-33 2491 6cab-1]28 56= ( zm fz 2[4 5r.6= NAILED NAILm 3 048= 34 II hit = NAILED pc Ad V Ort 0 5 B NAILED NAILED 7NAI ED NAILED SWILED NAILED NAILED 9 e 12 23 24 20 M27 20 30 10\ O see it .2- 155d6- NAILED 10 NAILED 13 NAILED NAILED 1211 3aa 11 h1a= qy5_ ,,= z4 II NAILED NAILED iUILEO NAILED NAILED NAILED 9910 10-00 1.t_18 0,6 0 210-11 3pi02II 0-11-0 Bt-0 0 613 E-1] 033 29-11 1 Plata Offsets M.YF- 116340-06L19:0-8-O Ed1e1118'03i P2E111]'0.5-0P3O1 LOADING(Wi) SPACING 210 CSI. DEFL. In pm) Vdall lb PLATES GRIP TOLL 20.0 %ate Grip DOL 1.25 TC 100 Ven(LL) -0.141]-20 >989 240 MI20 244/190 TGDL 10.0 Lunber DOL 1.25 BC 0.85 Ven TQ -0.351]-20 >B4O 180 BCU- 0.0 Rep Stress lna NO WD DES Al 0.02 1 Na Pat BCDL 10.0 Code FBC2014fPbnDo7 sterno-MS Weight 211 IS FT=2A LUMBER- BRACING TOPCHORD BU SP No.2'Excent' TOPCHORD Shrclual wood sheathing directly applied Of l-08 oc purlins, 89:2x4 SP SS except east vedirals. BOTCHORD 2x4 SP NoExPapr BOTCHORD Rigid wiling draClly applied or 6-0-0 do baring. 11-14:2x4 SP No.1 MITek recommends that Slabihorms and aqulred ware dancing WEBS 2x4 SP N0.3'Exce%' I. be Installed during Wes eneckoft,In awordanw wilt Stabilizer 8-14,8-14.9-13:a4 SP W.2Imiallabon guide. SLIDER Led 2x6 SP No.216-0 REACTIONS. pb/size) 1=818x0-58,16=2694N5$11=17T7A158 Max Hort 1=219(LC 7) Max Uplift 1=-180(LC 8),16-555( C 8),11=350(LC 5) Max Gray 1=6]8(LC 1),16=2694(LC 1),11=1]20(LC 18) FORCE& ib)-Max.ComplM.Top. All forces SEE,(lb)plass except when shown. TOP CHORD 1-3-87W287,3 4-635 9.4-5=6794 .5{-1354169.&7=2452/480 7-6-245W480.P9=.'f034a15,9-10=-18&4332,10.11-18]94325 BOT CHORD 1-17-12062 16-17-1091289,616-182&438,14-15=-259M0.1394-N6 W%, 12-13-301e14P5 WEBS 317=31&18],4-1]=12/357,51]=8&499,5-18-02D304,6-14-569V3036, 7-14--809/313,8-14=-667860,&13-47sta12,9-13-384/1818,9-12=-0181221, 10-12-341/1629 NOTES 1)Unbalem ix!roof If.Toads have been cmaidered for Me design. 2)Wind:ASCE]-10:Vu11=130mph(3 aecand gust)Vaso=101mph;TCDLd.Opsf;BCDL=5Opep h= %t.B-15ft;L44f;eavedfl;Cat. It;Exp C;End.,GGID14.18;MW FRS(direction);end vMlral fight expanded;Wmber DOL=1.60 plate grip DOL=1.60 3)Protide adequate drainage to prevent water gantling. 4)ThIs Imss has been designed for a 100 psf bottom chord Ire load rwnwacure l w4ih any other live Toads. 5)'ThIs truss has bean designed fora live load of 20.0pst on the bottom dlord In dl areas where a rectangle 36-0 tall by 2-0-0 wide WIN it beMreen the bottom dwrd and any other members. e)Pmvice mechanlcxl connection(by others)of Kusa to Deming plate capable of withstanding 100 lb uplift at Joints)except gtdb) 1=180;16655,11650. 7) 'NAILED'indicates 390E(0.146'x3')Or 392d(0.148'x325')tae-nNls per NOS fi ltlknes. 8)In the LOAD CASE($)sedlon,loads applied to the law OI me truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead t Roof Live(balanced):Lumber Iwaase=t2$Plate Increase=l 25 Uniform Loads(pit) Ven:1>=EO,4-5=60,5 9=-60,9-1960,1698-2Q 114 S=-20 Qw4aWln seeroes,nAwwnrakm4ese.Ndrf ON NotNCleaW pier.CE PAm5 304dnwdl aYY'a'I1n Mk4v9 Itat IXul9nk MwOaYYaV'^�wx 1 in _ a [ I MXQa9�W a dlkYapdOW 1 nH nae gplbIXi ty oae#tlen wui A 1 . hn Ix I - renrb¢AMI {.T lglry ROI w IWckling NrcYYkxtl lnmweb me/ � Iln 1l lw I Y 1 . I' Mllek Mdv.'an 04<aOO lw 1WaYov nO1 w a>WCe-a '-1Mry OaOwWeavOyrb r eo IIXe'Icnak ua OMNOry.q ry rnip Yy I-.l Mlem;x'e,W01/IPII OuanM CMM D5009oM 8Ca LIWIne CampomM .041 eke EV'aXtl. sWry Wp ry wdklNe hoa 1 %oW V11 n.9 1 S n.W1e 312N a 1VA 2[914 iairye.FL 1410 Job Truss T.Ty0s Cry Ply TM CumWland 3 593 12BI6TOP T05 gool5pauel Glydx 1 1 0,Relor� ) emmmg L.ompo..t Sa,l,, Jacksonville,FL-32253, 0.110 a a,s 132d T MITek I000orlcs, W. Man May 1515:05:44201] Pago2 11 x9nNhMlQgWU20BnlgVua3-mgOsw%Ng4BFbbsvVlFaBLRB_MV osP NO_W200Nb LOM CA (S) StafMerd Ccocantadbd Loads(lb) Vert 22=11](F)23=-11](F)24-117(F)25=-11 J(F)27-117(F)29=11 J(F)29=- 17(F)3 --11)(F)31=-i 17d)33-70(1`)34=-70(1`)35-M(F)36=70(F) 37=40(F(30=-70(F)39=-Mfl 40=40(F)41=-70(F(42=-221(F) QMIIWMa xXyEMpnpa'xmM1reMaEga MO]Ea PV]IXagNp pLLUOEO XCE Ig6EMB]gA .Ia4LA 1)��WMI aYY W4�MIek6�x+n✓xM[RhhtlP�khietlaJ ulw 1 9uwn.mt)h! WAM huklYp amr^'nenl rvl u lnmrysl 6e wg nie dilMfptle4}MmW uxry 94Ak slly0l clesgn pv Irsrn M: mle n6 loll ¢ove kMc3redeYp� ® L,e kMcmerkmae la wlm aM+.amm,weo�nai rMa em1>en m.a leml,a..Yaace ��.�er «�1 170 k' kINM 1 We a�irdllyavlbgewnl coX9Me MmpbMe Vex+�bry MManWe. f Ue IB�MM�ce mllare sa04..EMEM Xreiy.e�eclkn�N MaMg olluves IamcceMNL/iM pugR/QXM OA 99 aM aC5lWMnp Com]pgnl 9aMylnlwmaXan MNMe Yon Lis%ole pssnMe 21 Nt Sa 1._SWledl]Ne mIM TTJI _ � Terrye,FL ]Mla Job TQM T.Type I Oy, Ply The Cumballend 711134694 1JOD Reference 28IGTOA TO6 Rool Special Job Banal Building Comporenl8uppty, Jeckeomille,FL-32256, 0.110 a AM 13 2017"1 Industries,Inc. Mon they 1515:05:46201] Paget ID'>tInVIDOpayW52208IFbIzyMue3-Et E/IOIISNIDG(Aftar ]Y_UBlmjlgMtc]pXyzGDNe S1A P11-0 1583 24$B 3365 S12 4P12 SBJ &F3 Se-1< 5314 4183 Scow I M.3 Srt= ].CO FIT N 2 Bm= 2x4 1 m.6- 3 s 6 41—= NS. 2t 26 4xff. a z6 Ioz] 12 n i Is I6 3R n ]"10= 14 1z n 4x5= ]x8 .10= 2x4 Il 511-0 1a-00 1 27 &11-0 &1-0 6�fid in 193 6F5 N93 1 Plate Ousels(XYF 11:0310961115:03-120-2-0I 116'0-0A Ed0e1 LOADING(ash SPACING- 2-pg CSI. DEFL Ingoc) Well L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.46 Verl(LL) -0.131619 >999 240 MF20 244/190 TCDL 10.0 Lumber DOL 1.25 RC 0.87 Ved(TL) -0.3216-19 >69) 1B9 BOLL 0.0 Rep Show lncr YES W 1 0.58 Hornon) 0.02 15 We Ne I BCDL 10.0 COde FBG2014/TP12007 Mafdx-MS WeghL21811, FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP Not TOPCHORD SlrucMal woad sheathing Oil applied or 5.y-8 oc pudinv, BOT CHORD 2x4 SP Not-Except• except and verticals. 614:2WSPNo3 BOTCHORD Rigid ceiling directly applied or 91 oc bracing. WEBS 2x4 SPNo.3SPN'Except- 7-14 SP MIT"recommeMs that Stabilizers and regJirsd cross braclnp ot Deb poled Hdlg tons eretion,in ac Ms..Wb Stablllzer SLIDER Leh 2x5 SP No,21-60 InslallaIIDn gold,. REACTORS. )IWs1Ze) 1=]OSPo6-8,15=18]2/080,11�OSq-SB Max Hors 1419(LC 11) Max UWIR 1=1gl(LC 12).16=126(LC 12).11-218(LC 12) M.Grey 1=T05(LC 11,15=16Mg-C 1),11=BW(LC 22) FORCES. gag Max.COmp.Mtax.Ten.-Ni f.cgs 250 yb)or less.M t Wren shown. - TOP CHORD 1. -94@347,3J—]52205,4-5=-]4P263 7-0=-99W$95,8-9=-]11/316, 010=-8]6/310,10-11=]8x282 BOT CHORD 1-1Q=-223RW,1518=113x439,14-15-190712.6-15--266/146,1314=241R71 1293=461/10]4 WEBS 318=45120.5,4-16=07403,5-15=6]9/324,714=-111x397.7 13=-67/422. 612=44x199,1012-1914072 NOTES 1)Unbalanced root Ilve loads have been mlreidered for this deal 2)Wind:ASIDE 7-16 Will30mph(3-second gust)Vasd=101mph;TCDLS.Opaf;BCDL=5.0pst;h-25g;B-15h;1=24X;aeve=SR Cat. Ip Ban q Emil,GCpi=0.18;MFRS(olimbonal)and C-C Extatlor(2)080 to 30-0,Inte0or(i)"0 to 9-11-0,EvedM(2j 311-0to 42-11-0,Iniarlor(i)15 0-310 30-94 zone;end vedlcal fight exposed;C-C for members and homes 8 MFRS for reactions shoym; Lumber DOL=1.130 plate gtlp DOb1.6D 3)ProAde"actions drainage to prevent most,Funding. 4)TOIs truss has been designed lora 10,0 psi bohom chool We load Iwrlcorwul Win any other live bads. 5)-TMs buss has been designed fora live load.120,0ps10n the botlgm ctlord in all areas where a rectangle 3801,11 by 20-0 enI WII III xhye.n the bobom chord and any other members. e)ProAce mechaI connection(by others)of truss to beating plate capable of withstanding 100 to uplift at jdnQa)except gidb) 1=191,15-rn,11=218. QW4IWN0 vMly 4evq pwrmf WCLVDFO MIEN flfifb 49YNale.USE u,Nklwlkll hdIPa iatl My ,— or— tlad ms! Ytleg r 1 1 m 1. Ai dn ,— ry ry deYnn rye 1. evil Y n, il ha � 0 1 Irl m I ry 1 v Mtl 1 h 4 �+ M{ 1ma'e ll—,I 1 Bks n�xN r -N1n1 � ce ra - w+ coaml vw�� ware ma :ik tq MII y 11 l i . mm, .V15VIp path CMwlo Dla 49anE BC51 WpM9C rnporo,X aFL EM Sa hlnlamtl vNu1M� c aW mtlNIa.218Nt Srca19MIaJ12N ,.VN2910 N,FL 3%1D � Jab Try. Huss Type "I Ply The Cumbedend n 1134 85 t2848TOA TO] pool Swat 1 1 on Re Building Component Stun Jaduorsalle,FL-32258, 8.110 s Apr 132017 MiTek parishes, ad Mon May 1515:05:8201] Paget ID:x9nViWtQ,W5MOBfFWIMua3-IDYCLDPW01Vbg3v ,1,mWWANWr_OGWaN30ZGDNZ 514 b0 F1tI01 lad 6-Ld 4a12 4b1 d3] 2854 34dI Lei 1012 ]-0012 ei 3uN-1]2.3 SF= )D]F12 y4` 21 22 5 O. 7x10 6 ] e 3 q`r� d6 i 2J 23 2d 25,M 12 9 rrII 15 14 1� 28 II ]x10- 13 tz n 10 TO h10= dM= 2x4 II 411-P 1860 18 26-54 att-0 61.0 08e ]-1412 71412 5816 Plate O1Ne151XV1- 11:03-a 0.681 I805-0Edcel lld'63-120201 LOA NG(psi) SPACING- 2-0-0 CSI. DEFL. In (lac) gdefi LM PLATES GRIP TCUL 20A Plate GNP DOL 1.25 TO 0.71 Ved(LL) -0.121518 >999 200 W20 2441190 TCDL 10.0 Lumber DOL 1.25 BC OTx Ven(TL) -0.311518 >YL] 130 BCLL 0.0 ' Rep Stress Ina YES WB 0.58 Hdz(TL) 0.02 14 We Na BCDL 10.0 Code FBG201VTP12007 Matrix-MS Wall 217 In FT=20% LUMBER- BRACING- TOPCHORD 2x0 SP Not TOPCHORD Slrudural Wood sheathing directly applied or 4-10-1 oc pullers, BOTCHORD 2x4 SP NOR'Except' except eat symWs. e-13:2x4 SP N0.3 BOTCHORD Rigid calling theory applied or 1000 dd owing, Except: WEBS 2x4 SP No.3 60-0oc bracing:12-13. SLIDER Left 2,6 SP No.21 i-0 MlllekrecanmendMat SlabllecuranE regWred eroea breGrg be im elra l curing INA�aedlon,In aocardence With SWJIIII er Installation make REACTIONS. iftio e) 1=hIlAFS6,14=16]9/0-5-8,10=8OLD53 Max Hoa 1=219(LC 11) Max UPI IN 1=496(LC 12),14=418(LC 12),10=-222(LC 12) Max Grey 1=]01(LC 1),14=16y9(LC 1),10-_807(LC 22) FORCES. (Ib)-Mex.Comp M1ex.Ten.-All forces 250(Ib)or less except then shorn. TOP CHORD 1-3_940/359,3d=-]4]/29],4-S:-03)28],67=-BfGvA7.]�NX417,8-9=-9121332, 9-10=-]60/290 BOTCHORD 1-15=-229(/99,14-05=1284405,&11=-8%416,11-12=-2101]19 WEBS 3 1,415=-122/442,5-1b843203,612=3]0/1141,]-12=51 W302. 941=-1]SSB2 N0TE6 1)UMalancee mot her Ideas have been considered for this design. 2)Wind ASCE 7-10;Mill=130mph(3-sttdnd gust)Vele=101 mph;TCDL- Opsf;BCDbS.Opst,h=25X;B�5N;1.2411;eavedN;Cat. 11;EIg C;End.,GCpi:.18;MFRS(aiddlonal)and C-C Exterior(2)OOO to 30-0,Inlaeor(1)30.0 to s-11-0.Exlecor(2)411-0to 1211-0,Ird ior(1)I0. l W 3494 zone;end vertical right s ma essI for members Imci fomes&MFRS for reactions shoem; Lumber DOL=1.60 plate gdo DOL-1.60 3)Protide adequate dranday,to pravam Wsmr ponding. 4)This Irks has been designee for a 10 On par bottom chord hey foal rwncandumeslt W1M any other[ii Ideas. 5)'This truss has been designed for a Ilya load of 20Ppet on the bottom chord in all areae efiere a re rengle 36 0 hall by 2-0-0 ends yell fit beNreen the bottom chortl and arty omet members. e)Pri medtanlcal connedlon(by others)of Imes to beefing plate oapahie of Withstanding 100 to uplift at faults)except gt=1b) 1=196,14=418,10-222. 1pnpvan.WWv aMBE4a NOrfe dITOWOICLYaxLY/EN eFFFN.4NCE PAOEIF)Ox m.laei1e15IaFMEa9E xpomes" budddYd awRlRmN¢aEr1xla1deL�loWg acoegnyreemclxteew1ry.,¢I.haOnwmdm1.{I1 nmmaeXhqaeW{aaOdlkxMdrrMwYMxUxWolrr Xn.pYldmm�eriewalemorspaW9aulvewnmma,magdqgcekc.Plarsorrmlv9baMrcrMeMro�dl"-arMa4leemWmlMP<a«aarapere�YwcownaTnrlmmrvamwrnina— t rly ro J MRek' eW .lr+rW ereCMnm[la¢lrgoriniveSmOlnefylernt re#X91/IPII QaNy OxMaDMdyaM eGL WMOCurPaaM IMacFg .. me bow F,.M.EM oBW. Job Trues Truss Type _ City Ply The Cuml,amend 3 588 12a46TOA TOB Roof Spaces] 1 1 Jab Reference(mtinre 1 Belong Component Supply, Jedtcwwllle,FL-32256, - 8.1105 Apr fa em,aft I.K IWJlMriea Me. Mon May 1515:05.8201) Page4 ID:xenVip8105yW52200ffOIxyMua3-bANIVRBBNmJ]FOD%sjN9c_gzt�g6JjgLT]H]EONX SN 0110 12.14 1&FB 21e-11 261014 2%114 3683 384Y0 644 4812 2-0014 5610 42J 423 3-0-0 Lnr 51-13 Sub=1:R3 5A= 56= ].0012 nLZ b5= B 66 a4o ze2° 46.3 0m u12ff 3d, 11 M0= Is 14 13 12 2x4 I 4x1._ We= a6= - 9t4. l 1eA0 tie zxe-n 01L0 84-0 .6B 423 ]-23 1002 Plate OlMem(X YI- R'03-40481113'0-0-12 EOea1118'032D2-0111]'DdA Etl I LOADING(psi) SPACING 24O CSI. DEFL. in (les) We lW PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TO 058 van U-) -0.2312-13 x999 240 W20 244]1W TCDL 10.0 Lumber DOL 1.25 BC GB2 VeX(TL) 45912-13 M28 180 BOLL QO Rep Stress Is YES WB 0.92 H.R(TL) 0.02 16 We we BOX 10.0 Code FBC2014/FP200] mwx-MS Wright:240a 17-20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOPGHORD Structural waotl shaalNng dinvaly applies or 640 oc purlins, SOTGHORD 20 SP NO2•Eltcepl' eIend vert 515:2x4 SP No.3 BOTCHORD Rigidceilingdimcdyapplletlor1O00ocbre W. Except: WEBS 2x4 SP No.3 6 0 ac bracing:14-15. SLIDER Left 2x8 SP No.216-0 IAI recommends that Stabilizers and required cross bmclrlg he'Inalalled Our,BUM erection,In atermcence With Stablllzer REACTIONS. (ID/slxe) ,18=1892.-5$12-]98(0-SB Installation gulao. Max Holz 1=219(LC 11) Max uplift 1-207 LC 12),16--3961LO 12).12_232(LO 12) Max G.1-=898(LC 21),16-1 MILO 1),1211aft C18) FORCES. (Ib)-Mar.ComplMax.Ton.-All forces 250(lb)orless exceptemenaboun. TOPCHORD 13=-914/384,3-0=]1fl(321,4-5=-]151330,6-]=4n51],]-B=iT]/31],B-B=-]82/3]0, 9-10=-7861350 BOT CHORD 1-1]-2555 ,16i]=-15N545,8-16=-10661404,1314=-18]H82.12-13=-23&6]5 WEBS 61]--3]2213,4-1]=-189/413],5-1(=-662262,6-14=-251/888,614=-4]1/146, &13-216110-12-7874115 NOTES 1)Unbalanced real live loads have bean cansicered la this deign. 2)Wind ASCE]-i D,VW1_-1 Semen(3-second gust)Vastl=101 mph;TCDLd.Opsb BGDLd.Opsi;h=25X;B�Sft;b24ft;small CaL II;Ely C;EOI GCPI�0.18;MFRS(dreetioMq One C C Extedorl2)0401.3-0-0,Iormior(1)60-0109-11-0,EOedor(2f 11 O to 12-9-ib,Interior(i)2810-1410 39-04 zone;and vedical right etlpoaod;G-C for members and forces&MFRS for macrame shown; Lumber DOL=1.80 plate grip DOL=1.60 3)Provide adequMe drainage to prevent water ponding. 4)Thin Wes hes been designee for a 10.0 pet beXom chool live bed rmconcunent With any other live vvidI 5)-)hie imee has been dMlgned fora live toed of 20.Opt On the bottom ctnrd In all areas vmm a reGengie 38-0 tall by 2-0-0 Wide wXi fit beNveen Me bgXom clwrd and any other mambem. 6)Provide mechanical connector,(by others)of buss to beefing(Nate capade of vwhetantlir,100 lb upirt at joints)it a t At=lb) 1-20],16=396,12=232. AWAWIIYe VBI/y 4uwn pxunfm up aFAB Na]L¢ON 1Me IHO NCLYOEe MIEx aCTEB4NGE PAM 46e4J]m.l4aYI016 aEPoRE UY. oe:g�via m�ammvwlm Mlek9 eaVueclu:.nna�]�o a�daNvwaa r>a�aelea.w...a.11.1m mralHaa awaa9=om�ra1.1a1 d1®tle9q�.&acYy 1meKUNlels�lo peens lucMll�p olMM1u�hweblWw woM1xOmem�rtpwJy.lx allemMWmd ynmwrenlCdaTq ewe.,v.��ue�eaw„aLWnalwmwe��,lm,lw.�wlmr>a +n 1>ol.ona n'mv sed larem.w„�ee. n�.uam4ea.»me«are u� 6k anoeleMv Mn of maxi mm:nicNn:.1,X31/RII a NwW,6545seM aegWygConpanxll rsw Pell 9olinymwo- wtlfor, m 0..1e1-Sm1. m1P2rr Fl eEarno Job Trac T.Type Oil Ply Tire Cumberland �'.12e46TOA TOB Pool Special It 1130 t t I Job Redeem.(optasid) lauld1rg Component Supply. Jacksonville,FL-32256, 81105 Al 132017 MTek afteries.Inc. Mon May,15 laffir92017 Pagel lOS VIWI1 yWS WFUz Mu 7oEIZFRpvgWWOT5pEkiO87NOcjAUTyU51gjzGONW 59d 911-0 1I 168b 26,5-4 28dg 109 3193 Ig11-0 59d 4992 31 ]9-12 41012 4-10-12 1690 4165 5143 Eub=1:]3.7 5a6= Srt- �_ 4vb 6 �- 4 5 a6= B W 12 6 ] 284. z3 4 25 3 0 assZ� 22w II 27 qq I� �9 2H II Nio 15 14 13 12 'h4 b 410= ]x10= lu- 911-0 '840 19-ge 23-s-0 10-14 911-0 810 968 <-10,12 9510 1002 Plele Ofeas IXy)— 11:0840061 (16'03-120-2-01 LOADING(pelt SPACING- 2-0O CSI. DEFL In dee) Udefl Lb PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 060 Ved(LL) 02412-13 x999 240 kR20 244190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Ver(TL) 0.8112-13 x418 180 BCL- 0.0 ' Rep Stress 1. y S WB O.n Horz(TL) 002 16 Na rJe BCDL 10.0 Caere FBC2D14TPN00] gerbi S Weight 259 lb FT 2. LUMBER- BRACING- TOP CHORD 24 SP No2 TOPCHORD Stmdural spoof smoothing directly applied or 600 oc pudirs, BOTCHORD 2x4 BE N92'Except- except end verticals. 615:20 SP No.3 BOTCHORD Rigidc lingdlmcdyap hied Dr19O0mbmdng, Excal WEBS 2x4 SP No.3 6-0-0 op bracing:14-15. OTHERS 2x4SP No.3 WEBS Web Race;Length(mamber) 6941(5-16); SLIDER Led 2x6 SP No.215-0 MITak..mar rds that Stablllzes,ant requ1,etl crass bracing R Installed during truss erection,In aamtlanae vnM Slabillza Installation guide. PEACTONS. (IC/si1=6941688,16=16921653,12=]96rb-SB Mmr Ho Horz 1=219(LG 11) Mont Uplift 1=-213(LC 1),1:06 13(LC 12),12=0LC 1 12) Mar Gray 1Y98(LG 21),1fi=1E92(LC 1),12A20(LG 18) FORCES. (Ib)-Mac Comp.Mtax.Ton.-Ml forces 260(lb)orless exceptwhensholnn. TOP CHORD 13=912968,34=]13/326,4- —T22961,67-50)1344,]5-50]944,6-9 77N39fi, 9-10.796,364 B070HORD n-17=-25783816-1]-136,580,6-16=-1099430,13-1L---1471626,12-13=-2326]4 WEBS 3-17=-3J3211,4-17=-24&516,Sin-884225,]-14---2]&158,8-id=-39594, 9-13=-25MW,61b2341650,10-12=-]8]/295 NOTES- 1)Unbalancetl roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VU11=130mph(3-second gust)Varal0l mph;TCDL=S.opeb BCOL=5-gain;h=258;Be15q 1=24ft;ease=511;Gat. II;EV C;End.,GCpl18;MFRS(directional)and O-0 Exdm m(2)C-0-0 to 90-0,Interlor(1)3-0-0to 9-11-0,Exleril 911 n to 114-12,intedor(n)284-010399-4ears;and vediral rlgfll ex d;C-C for monies and forces 8 MFRS far reactions shove; Lumber DOL-1.60 pale gdp 301--tso 3)Pravda adequate drainage to prevent wafter ponding. 4)This these has been real for a 10A psi bollom chord Ilse bad rronconcunent Wth any other live batls. 5)'This imss has heal designed fora live load of 20apsf on the bottom Chord In all areas armee a rectangle 380 raft by 2O.o wide rill lit between Ne half.chord antl any other membera,sin BGDL=I0.Opst. 6)Provide mechanical connedlon(by others)of buss to ladeng plate capable of withstanding 1001b uplIt M joints)lament gtdb) 1=213,16=366,12=23] Q WAgAWaVMW bYy�pv�e,NxtpM gEga NOIESaNTMRYIaYICIYOWWIEN gEFFgANLE PAOFY6149 m.faeVA/a BEPoNEVSE rvs rsc, eNY ""l1 sir Is on, n Ihl MMOKLI 'lin ao �Ir msVate � .- X In(I Oaµ 1 aN he- ry MW f 1. tlgN afoLL3 I t IM eWl aMµalnp del9 mtl6'BrrawlN � -A MaI ifnr un-aroI amtHv-,I'll-n, 1 . �— ys� Y . tdwi-0 t � ' M]e IFL 9' kCr_eSt<ax .rygt /JRVI GUry,ree Wsu]apCrryaunl 6e0 I'v,E35 Nr htl ]tlalY sr-1,GIle I 11,N P1191 Job Tmis Truss Type OMe Pty The Cumbalad 711134598 12846TOA 710 H, 1 1 Job Rel ream...B BUNIIg GomponeM SlgpIY, Jecksomllle,FL 32256, 3.W60 OAur 13BfFN 01]MDek ISf-011nNMIMay1515:05502.0 Page N1 ID:dmVItBX)syW6220BiFdrylAueSb_n]AbSRi_01MnNhWIEgcNIm2aStucBBgaCA2GDNV 5615 &1D6 102-] 1388 2438 36090 34909 39-1 �a SD15 bb] H9 4d-1 699 S99 lW 50.15 Scale=18a] 66 11 _ 6 = 6 A,8 4 23 5 6 7 24 25 361M 11 ][O 12 2M Lbw. 3 8 44 i zl 2] 2x4 II A t2 0 o 16 15 I. hio 14 13 12 11 2:411 p5= 1,10= as Plga 1660 1�6e za.5a flabm 39.11U D168 61-10 6'64 an, So-1 9108 Plane Othe,(%Y)- [1 [1 3-40-2-81116:Oi8Etloe1 LOADING(pd) SPACING- 200 CSI. DEFL. In (lac) baefl W PLATES GRIP TOLL 20.0 Have Gtlp DOL 1 25 TC 0.58 VoMLL) -0.25 11-12 x988 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Ven(TL) -0.6d 11-12 x401 180 BGLL 0.0 ' Rep Stress Ina YES WE 0.84 Hoa(TL) 0.02 15 Na Na BCDL 10.0 Code F902014]FP200] wtd.mS WdgM:2451b 1`7=20Y LUMBER BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Streamer!rxrotl sheathing directly applied or"HD Do pulled, BOT CHORD 2x4 SP No.2•Except' except all vedicds. 614:2x4 SP No.3 BOT CHORD Rigid ceiling dreclly applied or 100-0 x trading, Except: WEBS 2x4 SP No.3 60-0 oc brown:1314. SLIDER Leg2M3SPNo.21-60 MlTekrecmnmecMs Pat Slad32ers and requlreticmeebredtg be Pstelled during those eredlon,In a=rdgww QIP Slablllxer 1 Iretallatlrn guise. REACTIONS. (Iblsi2e) 1= 19(L(S8,15=16]8/0-58,11=BOYOSB M.Hoa 1-225(L 11) Max Gme 1=05(LC 1$15=-362(LC 12),11-24(L C 12) Max Gery 1=]OS(LC 21),15=1]59(LC 1]),11=622(LC 18) FORCES. (!b)-Max.Oomp.Mlax Ten.-Alfomes250(lb)orldsexcspiwbensho.. TOP CHORD 1-3.924/430,3-0�]t&36],4-5=84]IJB3,6]_5181388,]8=6956,BA--J9]l39] BOTCHORO 1-16 285x826,15-16=]51313,6158]G/386,12-13=11&412,1142=2S1/6]9 WEBS 31E=-3]81220.518=-0&480,5-15=]40234,6-13=260/858,]-13=569250, ]-12=25255,411=J93G34 NOTES 1)Umpu nad.1 ilea Iotas bava been cwtaidaal for tlgs design. 2)Wind ASCE 7-11,Vu t=130m m(3-ascend gust)Vasd=101at TCDL=S hoop BCDl-SOpsf;t=2511;B-45 t;L=24X;pave=5X,Cat. g;Est,C;Encl.,GCp19.18;MW FRS(drsaimal eat C-C Ederior(2)0 bO to 3-0-0,lMenor(1)300 to 410-6,EMedor(2)9108 to U4HB,Iniaion(1)34-38 to 38-9 4 zone;end amoral right expded;G-C for members and fracas B MW FRS for meamor shoran; Lumber DOL=1.60 plate grip DO[-1.80 3)PmMUe Adequate damage to prevent water ponding. 4)This truss has been designed for a 10,0 df boom chord Bve load nonconwasnl Win any other Iive loader 5)'This trues hes been designed fora live load of 20.0psf on Pe bottom arms in of areas w4ere a rectangle 30-0 tell by 2-04)sale will fit between Me bottom anal and any other members,Win BCDL=10.Opal. 6)Prrvde mechanical connection(by others)of truss to tearing plate capable of DAMstaaling 1001b uplift et,inla)except 61=I1h) 1=225,15=362,11=243. AWAPH ry stlp end Y'IFx PErtaENCE F4aEN6)4la m'.IapYpIE 3EEONEYSE I%rsllx v M Mlnylln ht2'ap. IY PM f+WanelmfMwn aMhla4m MN al M1.1 q wnl rot ,,ul el pet _In=ou4y- w1 I .In ll , a, n cam=ners�a v� are nameb�nolre oust [t.1diV `kat N IiU M: te� I t l d� I>rM I arc1/wclxrd corn a�iY. MnPraY�aq PamwMmlN6xN M ek' al .wlln mlAl end EA—sameLcersil�e.ia�re�da�rs,alae�e9adg nw ..P.MFW 31d. labme I ce wove v.r n ¢ .nw en rut mwtlris.�r,xmmlwwnunno.ouavm44euwxageom .m }deny lNamaXona aqa lea I P .21b 1e- neL 9Alap 2.PlanaM3a vA22d16 iergE.FL MID 'Job Tmas 7mas TYPe Iary, Ply The Cvnbeaana 30.99 1264eroA m Ikp 1 1 Apr 13 Job 17 Bultllrg Gomponam Supply, Jed¢wrville,FL-32256, 8.110 WblgM20 BLVOxT3uslnes rDDGon DUCB 1505:512017 Page ID:x9nVIb01O5yW522O8KbIryMue33BLVOxT3O18u_xyroOGCNpCtICBvt B3em0oe8MczGDNU 891 1130 l 106 2S 0 ]0 26]-0 34-IB 39-1 L0 S09 66p L2-15 500 SOB 580 S90 stale=1fi9.7 M 4x5= e5= e 0 22 23 5 8 24 25 ] 7W t2 W\ 21 /X21 3 5 i 20 2 15 29 28 gl - I� Ig M= arl 13 12 10 2x4 f 400= 2xa Ps.o (boo 166E§e z3.].o L 'pttL 4S0 &]-0 V69 Sa0 6y0 1600 Pkle O0es"OCY1- [103't,0461114x0310.211 LOADING(psiJ SPACING- 2OD CSI. DEFL, in got) Ude0 l/0 PLATES GRIP TOLL 20.0 Plate On,DOL125 TO 0.61 Ven(LL) -0.2814-15 a8N 240 MF20 240190 TOOL 10.0 Lumber DOL 1.25 BC 0.82 Ven(TL) -0.6110-11 x412 190 BOLL 0.0 Rep Stress lnor YES WB 0.81 Horz(TL) 0.02 10 Ne Ne BCDL 10.0 Code FBO2014RPI2W] Metal WeIghL 2451b FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD StrucWrel woad sheathing directly applied or 5-10-15co puMre, BOTCHORO 2x4 SP No.2'Excepr except em!verllass. 513:2x4 SP No.3 BOT CHORD Rigid calling dlrectlyappllnd or 10-0-00c bating E,ccepb WEBS 2x4 SP No.3 60-0oc bracing:l2-13 OTHERS 2x4 SP No.3 T-Brace: 2x4 SP No.3-S14 SLIDER Le02x6 SP No.211-0 WEBS T-Brace: 24 SP No.3-414,7-12 Fallen(2)() T and I breves to namme,edge of web with 10d (0.131•X0•)nark,Bin o.o,wMh sin minimum eat distance. Brace most cover 90%01 web length. MRek as mT IhWSIaft IIfir aus and mr,Ifred cross bracing be installed dung trues erection,In accordance with Stadllzer Insbllatlm,side. REACTIONS. (lH Max 1=893(0.51,14d E84GS-8,10=]99x458 ax Hoort 1=24 11) M1=240(LC12 ),1 3(LO 12),10 -21(LC 12) MG. l=] 3(LC21),1 -IM3(LC1]),1 � (LO18) FORCES. gb)-Max.Camp Max Ten.-All forces 250 Old or less except Man mown. TOP CHORD 1-3=91"-1gKV41S 4-5=-2051313.5 8=5121400,64=-512/400,7- 812/431, 9-10=-25&127 BOT CHORD 1-15=-281(83],1415=-9614]1,544=-100flb26,11-12=-113(515,10-It--258/690 WEBS 315=399/239,415-] .414=800182,51 2=-21992,&12=-282/1]6, 7-12-383184,7-11=15x406,&11-291F20$&10=7891331 NOTES 1)Unbalanced rod live loads have been consideretl far this deelgn. 2)Will ASCE]-1 P,Vult=130mph(3-second gust)Vasa=101 mph;TCDL6.OIsi BCDIr-S.OpsF,h-250;13=45ft,L-24f1;eave-S0;Cat. II;Eep C:Encl.,OCplL0.18:MW FRS(directorial)and C C Exurn (2)0-0-0 to 30.0,Interbr(1)3-0-0 to 1139,Exteor(2)11-39 to 32-101,Ill 32-10.6 W 39-9 4 zone;end vertical tight expoul C for members and forces 6 MW FRS for reactions shown; Warder DOL=1.60 plate gap DOI-1.60 3)Provide adequate drainage to prevent water ponding. 4)This thea hes been deslgradt for a 10 0 psi bo0om chord live load Ilonconcurrenl with any other live loads. 5)•This tmss hes been designed for a live load Of 20.0psl on the bottom chord In all ares were a rectangle 310 tall by 2-0-0 wide Will fit befween the normal cord and any other members,with BCDL=10.0ps1. 6)Provide mechanical connection(by others)of truss to healing plate capable of withstanding 100 to uplift at jNnl(s)except Qldb) 1=24,14=333,10261. ])Warning:Additlmel permanent and stability foram,for Imes system(not pad of this component design)is always required. QwwWINa-Y�tlWMrwrx pexnylmmW PFAO NOIEm ON]Mm1NONLLVOFO M/ENPLRPINLE PAOf N14Am.na0.V10n5.,Frir U8E ' Oe09r.fw-only w•'lla.1..,lav of kNsf:daYY nor,peananen9wxn.Td 61«m Fe1M@xM,r:. c«nlwrent mi dMpcoast BacYq l 1logevml ru rxaNmIM txgA4kaLilyol�mrya r allbomlm..,. m .,.addd tlytai aa Ihnk CweiaonnldnloeMleiwertM. urq MTek' e WgWr�Ae0o ola IN sea Iowewanl talons male, no, "fo ,oadt/e1KrlYar,Iasi 1w{Warnoplrwcxs,c oar Rre assay nwho]e,lkwvuw.d«eNnw[eexll21.Oxv Meet scr AVlWt9n..vlaub,OSB.nom east euulnv CnrKdyni aloe aeras s0.ec. e. fdMWFbrxXon mtlkde M1«n Grm6 RalelrcM0e.R18 N.lee Sheol.911e 312,NewxMO VTY1314. I Terrye.FL 3110 b Three Trees Type Oy. Pty The Cumberland Tl 113113,18008TOA T12 Hip 1 r 1 Br ilg Component Soppy, Jwm lrvilq,FL 32256, &1108 Job 17 MIT e o rarer Apr13201]Wu Indu58il W Mon May 1515:05:62201] Page1 Ip'.x9nV Ip61GsyW522OBffblzyMue3-XNvubGIMBbGIb4W2xmnRvlln W bOcwMveBJhG22GDNT d-1121a-9 2210-7 -9 &La 9 0 61,1 16Ae1 1a31d 1 OIAOIA-0T160tIZ10 Y-t-I�11013 BABA ita1 . . Stele•1011 6= TOP W 6EBRAOBYENDJALXO, R0215 =4n ROOF OIHPHRAGMSSPECI OR%iOPEFLTLONNELT 9 1012 13 161718 42 PORLIXB A60PELIFIED. 5$ ere; zp mm q a es ]m 12 16= — 4s o y 24 e n,5� W 3] a_ 12 j SSo 31 30 39 30 — axe II ]re 295re 20 27 a 46= h10= d5= BS0 108e l�¢0 'P@-5 31495 39110 95-0 &FO 066 9:7M 829 66-I Pkre Onsets lX Y)- It03-a O051 Im:o400.2712 240 W20 244/190 TCDL 1).0 Lumber DOL 1.25 Be 0.92 Vetl(TL) -0.543031 >415 187 BCLL 0.0Rep Shaw her YES WB 0.49 Horz(TL) 0.02 , Y No Na SCOL 10.0 Coale FBC201,VTPIaO07 MESAI Weight.28911, FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural w0otl sheathing difedly applied or 5-58 oc purls, BOT CHORD 2x4 SP Nb2'Except• except anal rerlicals. 11-29:2x4 SP No.3 BOTCHORD Rigitl ceiling tlirecty applietl or10.0.0 abredrg, Except. WEBS 2x4 SP No.3 22-0 oc bredn,:29 W. OTHERS 2x4 SP No.3 T-Brace: 2x4 SP No.3-11-30 SLIDER lett Sits So No.216-0 WEBS T-Brace: 20 SP No.3-4-33,18-29,2428 Fasten(2X) T and I Maws to harrow edge W Tree with 100 (0.131'x3')halls,61n o.c.,wtlh 31n minimum end distance. Braze noun cover Sam,of web length. JOINTS 1 Brew at uga:11,18,6 MiTek recommends that Stabodizers anal required cross bradng be'nalalled aurin,three enaction,in bbordaMe wgh SlaMllzer Installation qui is. REACTIONS. dID/sms) 1=608p6-8,30=1]0.4q-SB,26=]91NSB Max Horz 1=282(LC 10) Max Up1i81=235(LC 12),311, 7(LC 12),26=-262(LO 12) Max Gray1=]02(LC21),30_1882(LC17),28 (LC18) FORCES. (lb)-Max.Comp/Max Ten.-All toners 250(Ib)or less Around wlwn shown. TOP CHORD 13=955139].34=663/40],4-5=-208/288,56=325293,66=3225/293, &11-325293,11 14—333/301,14-15_333/301,15-10=-3339D1,18-21=-804/436, 21-22=804/436,22-23= 74e)80,2324=]41/3]9.24-25=941/358,25-26=]83/319 BOTCHORD 1-31-236958,3031=55594,2&30=-19&8]4,1130=-02923x,2&29=-5]262 27-28=-224/ 41 WEBS 337—x38258.4-31=122/650,43o--74ull9,18-29-00926219-28=64/4]3, 24-213--458203,25,27-191161558.11-12-26111Ct NOTES 1)Unbalanced roof live loans have been wnsidsmal for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101mph;TGDL=S.Opsf;BCDL=50ps1-,h=25ft;B715f1;I--248;save=5th;Cal. II;Em C;End,GCpi=0.18;MW FRS(dlredlonal)and CC Exar,br(2)0"to 3-0-0.sledor(t)3 0 0 to 1]-]-9,Ededor(2)1]-]-9 to 21-106,111teri0r(t)12 8-11 W 39-94 WM;C-G for members and forces 8 MWFRS for..atb.shown;Lumber DOL=1 811 plate grip DOL=1.60 3)Provide adequate drainage to prevent water pending, 4)All platen,ere 20 MT20 unless othomrse IMimled. 5)This blas has been nesigne l for a 10.0 pat bottom chord live load henconcunmt YAh any other live beds. 6)-The tis has been designed lot alive load of 20.Omt on the bottom chorda 0 areas where a redengie 3 60 tell by 2-00 wide Wil fit betwsen the bottom chON and any otter members,with BGDL=10 Opal. ])Provide mechanical Connection(by others)of three to bearing plate capable of wthstan0in,10016 uplit at Idnt(s)except OWN) 1=235,30=43],28=282. AN<NINa-Yrtap Caynpenuln=uMaEAO..PV urea Alla NLLWEO MIIEN REfFflaXCE PAIM..va r.IO�AI6e9ePEVSE. PeAunWionsuse YWAtabout I,st RG dep9�N ]omYIMlWlurelersflroun.mnhkn nn MIW1M WtlFg m'pa,eni,rot YIffigWa'IeeMre Me.ato pre. 1" gxiX.iulNolaewT nxomelersaM pM�nY hcuP"+Iale 11LL[detl2lFb ttw oue„f lxwal9denOl.BacFq McaRnNlo gevallLucFI419 a(9MN]wlle6 vcebatl/uclertlmemtelsaYlYq A`hMlbinl lempmaryaq melrmenidn]Ig e 6 WNNIMweOMMLiNaM bgawnl caM¢a Von MdNe PoIAIM MIIY od POPeMOn1,9K. ncl✓x,Y yliq,ce le9udlq Xva l2MNWx mbee,.1elecMxlaq Macxq of moboorJln.ryelenR mcWW IIXr Sons,Calellq aLd9 and Has W,NIpCompanxll reWPelYe Em19N0. RdN,elow-11m OWNtYe Ndminm PakI.,219N.lee.l..112NexaWM.VPn'14. Tss, 9M10 Job Tlw Thies Type • Ob• Ply TIP Ounbadand T1113KOo 120WTOA T12 HIP 1 1 Job R-fb'.Ma Minsk (opborep Buildirlp CampawM GupPly, Jeckwrnills,FL-32258, 8.110BWbIby20 XWA,(MUhBbee,IM2. mWbD.b.W01] Pape2 10:x0nVIpBIOryW 52208ffbIryM0e3%tNubGUIIBLGIbIW2mmPv1 mb30DcwbrveBlYrGexGOM NOTES 8)Graphical puffin representation aces snet tability bracing the sloe orMe tartodentaffion p the putlln along the tap sign)is cboitl. 9)Warning:Atltllllonal permanent and sleblliry brecing kr Imss sysiun(not ped of this component design)is elwsyre required. A WIRNNY. READ XOper OXIME IMO MLLVOEO MIER PC3HUNCEGAOE.YF]?J m.IaPYad's a. ce9grWp1 w1 11 MIp a6� y eN dW elers9vxanddss ,,il, M . Wdhpcwns.'re—1 niatM eel IM[dMpyi l3 IvenH nw aRIM/1--aaa mrelnn aCnh h<gMaM Xe[dmdra lM if odrl Cyn f Ygltlko edl I I Ihgxwlg Ib1MMM rmawnb n.'ll�cMtlmambbtl Wv. �"✓J VlwalapenmlmldmF'g INS TOW aAdiol anItyI d w at ee+ naw.NaMinse", . .as. e..bareywapmn aew P.n.Ew EMa. R hobr , �' a n'. moon dl nlmm Mx diIs1hC. Oeed9aq Kll wX{Y1p COmpalenl emlh MEw II YlRlenmm Pb :.9 SI I.SYIe JI N MM VARIJI9 Tema.F133610 sares Tylia Y TIw OWN.4mJ 8 01 12N6TW T13 PituitaryBu 2 I Job Rele,..a(Dolionell &ddry Lom0aaN su,x,,J9CgOMflN,F132256 Port bled we 312017 Hast I a I o" 620t]r"1n4�iIM l¢ Mm rw�2 3t6........] PeWp41 ID'x0nVIbMOryW522OBffblryMue3-N WORG1CeIgR61CF838PXZgOS20DW2LyTweHbP2GDHis SIO& IYs-0 1]d10 ;B�d 28106 2811 %87 %.11 S10B S]i 4A1 Slq 434 59-0 5]1 S10e yy 11 Sul.=1.735 1.10 O 5 B 23 ] 1W12 as. 22 24 46. 8 firs &m. 3 8 � 4M i 21 as 1 2 1a III 10 XRi 16 26 27 15 17 8= 3x8 II 14 X113 11 2[4 II 4x10= A8 M= 1. N II3os Blµ-16 B81 + B61 Nate OBseta IXY1- I1:Q543.00BL 1]:OE-0.Ed0e1.18.434.Q3-01.f15:Q2-12 Q3O113 LOADING gem, SPACING 200 CSL DEF-. n (lore) Udell Nd PLATES GRIP TOLL 20.0 MI..1DOL 1.25 TC 0.39 VeQLL) 03515-16 >847 240 MTYo 2"190 TOLL 10.0 Lumber DOL 1.25 BC 0.85 Veit(11) 0138 1518 >3 fr 180 BCL- 0.0 Rep Stress Ina VES WB 0.18 HorzQL) 002 11 We We &CDL 10.0 Code FBC=4rTP12007 Matfty Weight 315 lb FT-20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Stuclural waotl sheathing directly applied or 6O0 oc purlins, except BOT CHORD 2x4 SP No.2'Exral and veMods. 6-14:20 SP No.3 BOTOHORD Rigid wiling direc0y applied!or 60.0 oc bracing. Except: WEBS 2x4 SP Ni 1Raw at mlpt 615 OTHERS 2x4 SP No.3 WEBS Web Brace:Uength(member) 7-713(4-15);%-35(5-15);7-7-12 SLIDER 1-02x6SPNo.21E-0 (813); T-Breve: 2x4 SP No.3-7-15 Fasten(2X) T and I brews to Tertpw edge of web with I Od (0.131'x3')Tells,0n o.c.,with NIT minimum end clean m, Brew most weer WA o1 web length. REACTIONS. (INaze) 1=558/068,15=184&b-S8,11�)&D-SB Max Hou 1=282(LC 10) Max Uplift I-153(-012),15=499(LC 12),1I-IMfLG 12) Max 0. 1=590(LG 21),152 0(LG 17),1I-M(LC 22) FORCES. (Ib)�Max.Comp.AAd Ten.-All forces 250 Qb)or less exwpl when shown. TOP CHORD 1-10=-4]1/0,318-]19253,34=-591/25],0.5-01480,5{-0/398,fi-]=1ll38], 69=]011301 BOT CHORD 17-19_17&'496,1619_124Ifi90,1616=-1291310,12-13-201404,11-12-146'613 WEBS 7-15=10381311, 7-13_222 2,&13-6861302,&12-941 412=281214,411=69&16, 1-17- 16 113,1-20-01828,17-20=-ZKV174,2-20=-5072 NOTES 1)UMelalwd roof We loads have been wrlsitlered for me design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gwQ Vastl=101mph;TCDL=S.Opsf;BCDL6.0ps1;h=25A;B--15tl; -Q48;eava=SX;Cat. 11;Ery G Er l.,Gri8;MW FRS(fractional)and GC Extenor(2)0 0 0 to 30.0,Intetlor(1)3 0 0 to 17-0-10,Drill T7-040 to 2]-1-6,Inleril 27-1-5 to 39.9-4 zane;GC far mambas and larws&MW FRS for reactions shown;Wnber DOL=1.60 plate grip DOL-1,60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise Indwted. 5)This Muss has been designed for a 10.0 psi barrel chord IN load nmwrlcument with any other live loads. 6)'This truss has been designed for a live load of 20.0p5f on the bottom clod In all areas where a rectangle 300 tall by 200 Woe all fit betvreen me Whom chord and any other members,with BOOL=I O.Opsf. 7)Provide mochanical connection(by others)of truss to bearing plate wpalso of withstanding 100 to uplift at lolnds)except fg M) 1T53,15A99,11=183. 8)Waling:Additional earmarlsnt and stability bracing for truss system Mot part of this wmponom dosign)Is always required. WAPNWaVMrytl.Npn pveniefa.mOPFAB NOIEB QV iI¢B qNO wCLU0E04NENNEFEagNCE PA0EIb1Vl m.iplyNI66EPoaFUeE. i DJy1 vtl101w ux eNV Mlb M11eV&ewrecbo Rktle9gl.4>uV1cWVUF n�ianeie¢51ervm.aMNIamFTNrt1 MIMpm�renl.nd a0rmeYx bion run.ttre MNAp dLL}vmtmnxln 1Mg4NtfWINnlxm9atP�mwlas mtlnxgc6V 1.rmer-e hthmn¢oval oohi- Ii TYON IePYM pIu1 i 11N Jlo pem nledlgte Wm W%E+IeRvrVJ VexYaW pcp-vIY4J'n�e. -TerVnd JWce"cirq �iMxxg B ALtaIMx 51wo3e.M4Nery erects ml MachgulliumvaM Nm Mlam.JAaAH51/IBII OudM arll.rW.03Bd9aq BC31 WMnPCwrpan.nl 6BW Pub EW Bltl. 9d.ly IrtlamwEm aWd1e M1un IruslMe MIMO 210 N.Iee.Meel.9lie 311.Ne.wWM VP22319. ienpe.FL 9M10 job -.. -. .-. noes Truss Troe CNS Pty lin Coaddedand 11113)502 12016TOA 114 Piggyback Base 10 1 Bm Ilan Component Su Jab 017bill Inp4orall Building p ppN. Jzcksonmlle,R-32256, 6.110 WW 13 uQ-yybrek lnasttaMYFcS3Mon May 1 47-8:582017 page l ID:zenVlbel�yW5220BffdryMue3-yyb0DIWeUWeKSYFCS3L0XI06VOE47 kLKOYLtN2GDNO 5109 11-69 15-090 22906 2&S] 346] 3&1P0 6109 5-0-t S]-0 Sa-13 S>-1 S]-i 5106 Scale=1:]0.1 &81A 7,101 25 26 6 ].[O 12 Iyb. T! 46 4 ] da c fide. 3 8 Z- 23 44 6 m Bd 14 29 30 13 31 12 92 93 11 B� h10= us= 6v6 9x10 II IZW II X61 IN. 22-108 - UN- To5 3011-0 1 Bob 5993 &61 Plate OXaele(X.VI-- 11:0-510.Ednel.16D6b.Ed0eL110O5-10.Ede1 LOADING (pso SPACRIG- 200 CSI. DEFL. In 0.) Vdeft W PUTES GRIP TCU. 20.0 Plate Cup DOL 1.25 TC 0.85 Val -0.3111-12 >999 240 fa1T20 24V190 TCOL 40.0 Lumber DOL 1.25 BG 11.94 Vel -06811-12 >702 IW BOLL 0.0Rep Stress If YES WE, 0.35 HzofTL) 0.18 10 Na Na BCDL 10.0 Cale FBC2014/TP12007 Matrix-MS Wright:246 to FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2'Exi TOPCHORD Structural wood sheationg drecuy applied!or 226 me purlins. 1-3,8-10:2x4 SP at BOTOHORD Rigid telling directly appiled or 2-24)oc bracing. BOTCHORD N4 SP No.2 WEBS 1Row at miapt 413,6-13,7-12 WEBS 2x45P Nil MRek reoommens that Stabilizers and real doss spacing SLIDER Left 2x6 SP Ni 2-00,pill 2x6 SP No.2 240 1 be troubled during buss Brectlon,In aopordond,with Stabilize, IlWallaimpt, de. REACTIONS. gblaize) l:U W71056,10=1597/0-58 Max Hour 1=263(LC 10) Max Uplift 1=419112X 10=419(Lc 12) Max Gra,1=1641 TO 17),1BEIMx LC 16) FORCES. (lb)-May.CompJ1Aa Ton. Ad tomes 250(to)or less except wren shove. TOP CHORD 1-3=-2 51578 6,3 4=24 05795,4-5--1885/)3],5E-16201695,6-7=-189N37, BOT CHORD 71--14::-52307.13-14=i ::-52357,13-14= & ,12 13 91632,n 810-11=5652104 WEBS 31 =255185,41 =-al8413= 293.5-13-1 Fluidal 12=16308 ]-12=866293.7-11=-5&35],6 11=-254,185 NOTES 1)Urlbalanded rod Ilve loads have been consideretl 1a this dealgn. 2)Win:ASCE 7-10;VaEl Samph(35ecor gust)Val 01 mph;TGDL-5.0i BCDL-50pi I=25th;8=4511;1=244,sa1-5ft;Cel 11;Ev C;End.,Gui 18;MFRS(directional)an C EHerl02 0-0 to 300,Inlell0-0-0 to 17010,Biondi 17-010 to 27-1-5.Inter 27-1-5 to 3811-0 zone',C-C for members and fomes 8 MFRS for madlona show;Wmber,DOL=1.80 plate gap DOL=1 ao 3)Provide adequate drum,to prevent water poring. 4)This tuts has been assigned far a 100 pat bonen card live load nonconcurearl Wth am7odher IMB loatls. 5)'This tress has been de"i for a live load of 200nal on the n9om chord in all areas were a rectangle 36-0tal by 240 ell w11101 between the bottom cnM and any other members,with SCOL=10 pee. 6)Provide mechanical connection(by others)of trues to bearing plate cepade of yersanlrg 100 lb uplift at Joni except gt=th) 1=419,1019. Q adval-tod,su 6nN01Ee CN Ia9<Na WCLVOEO MIEN PEfE6ANCEPA0E1i1N m.lOPYAIa BFfOaEYeE beBCn luer—mmY.eff tlw—neclua.IMOm41n4 Wwd udy un*�n tx�nrnelerssnwrt,.WJ klamldMAM dtlrp canpmenl.rpl 0ivayakm.WMre m.IbedlQptlstlda,moil va'IN II'e rgLcdtallolrHYgtp�aneteteagpcnerlYb"a- IwOk lydtle }�Inb R¢overtll aaargm grt ®wl6 rewmanlow�rb�caugwlr,enraa ln�weoa<alor moramenma�.rnY.emwm tanparwmnw�wnlarcsa MiTek' bMNgarMYJretl briktllyadlo Peventcdl�a ulm%axe Pwawd aexYatlwM�YMn�a. rorgdnad p4Ace nxpJrpM pLYVIFrLalwgre.tleMery.caClMadtl 1polMesad Mnryslbnc wAXL/Ip10utlIM G11Ma.6aa'aaaxl apalaWnp CorrparrarJ FL gal BW deb ]bly IrMnalm wtlda'e Yen lrrm Rob MIMe.211 N.lee SaeBk S11e31 R.NedaM41 VARR311. Tenpe, 3ffi1c Job T. Toope Type Cryo Ply The Cumberland 711151693 128WTOA 715 Pig9ybeck Baro 1 1 Job RuenerseIain o lienal &aMlrg Comporrent Supply, JacymmilN,FL-32256, 8.110&22O8Apr13201]89OReXCFq aIm. MW W?mNMay1515:05:50201] Paget ID:x9nVIb8tOsyW5220BffolryMue3-p090ReXGFgnlBGrp?reN4blIGC'llL-o Z41NPpzGONP 5168 1b59 1 17-05 22-1091 2&5] I 30.0] 98-01-0 S1D9 S]-1 5612 5106 5692 S]9 5158 � Scab=1,70 1 6W \1 ]e10> 26 6 W 12 4x5 6 24 27 t, ] me 6m. m 3 e d Z' 2' Y 10 G d 14 ze 30 13 31 12 32 Is 1r Sel ]10= 46- fixfi= and II 4x10 661 1]L522-1011 31.2195 3411-0 881 81l 5106 62881 Plate Ogrefs(XYl- 11:0-5-10Ed98116A-0-DEdge1DO:O81DEdnM LOADING OM) SPACING- 280 CSLOEFL. in "'d Udell IJA PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Ved(LL) 0.3111-12 >999 240 W20 24 190 TCDL 10.0 Lurnber DOL 1.25 BC 099 Vee(TL) 06811-12 >706 100 BCLL 0.0Rap St.Ind, YES WB 0.35 Horz(TL) 0.18 10 are rVe BCDL 10.0 Code FBC2014]1PNO07 Matri Weight,24611B FT=20% LUMBER, SRACING- TOPGHORD 214 SP No.2'Eaapt' TOPGHORD Stardured wood sheathing dredlyapplied or 2-2-0oc purlins. 1-3,8-10:20 SP No.1 - BOTGHORD Rigid calling dreGly applied or2-2-D w brevg. BOT CHORD 2r4 SP No.2 WEBS 1Row at Matto 4-13,6-13,]12 WEBS 2x4 SP No.3 MiTek re use that Stabllizereand en u sal cross bracing SLIDER Lee 2x6 SP No 2 2-0-0,flight 918 SP No.2 280installed during[mea erenion,in ad,dra me pole Stabillzer InmMlation guide. REACTIONS. (Ib/one) 1=1597AL5%10Y1597NSB Max Hoa 1=282(LG 10) Max UplM t=419(LC 12),I Ib419(LC 12) Max Gw 1=1641(LC 17),10=184](LC 18) FORCES. (Ib) Max.Crar, ax.Ten.-ARI forcer 2%(M)or leu and Pt when shows. TOP CHORD 1-3-24W187,34-2405095,0.5-1887 y 8,56=1621D695,0]=-1896/]3], ]-4-2415095,510=-255WI87 BOTCHORD 1-14=-5]3230],13-14=4532060,12-13-268r1(K4,11-12=44]/18]0,1011-5802104 WEBS 3-14=-255/185,414=-59138],413_-6631292,S-1 3-1 SI 6-12-18.,14], ]-1T-664292,]-11=-59/36],&11-2551185 NOTES- 1) OTES1)Unbe need.1llw loads have been cansNersdlor IMs dmign. 2)Wind ASCE]-1I}Vulr=130mph(3-second gust)Vasd=101mph;TCDLSOpM;BCDL-5.0pst 11=2511;B=450p"411;eave3S;Cat. 11;EV C;End.,GCpf9.18;MW FRS(dlreclional)and C-C EMeeor(2)08O 10 3-0-0,Interoul)300 to 17 DS,Elde0or(2)17(Y5 to 271-10,Imerlar(1)2]-1-10 to 3411-0 zone,C C for mem0es and traces 8 MW FRS for r cVms shown;Lumber D0bL60 plate grip DOL-180 3)Provide adequate tlalnage to prevent water ponding. 4)This truss has been designed for a 10.0 ps1 boftom chord lve part rmnwnwnent with any other live parts. 5)'This found has bean designed lora live krad of 20.0pel w the bosom Mmrd in all areas wham a rectangle 3d-0 hull by 2-"while \MI 8t between the bottom cWrd and any other members,wdh BCDL=10.O,f. 6)Provide meohanlcal connection(by others)of true to bearing plate capable of withstanding 100 to uplift at jdnt(s)except 0b) 1=419,1019. tl WI RHNe-VMlyWtlpnpxs'mrm we NOTES der. sep NCLIgEOMiEx gEfEggNCE gAOEYF)0im.lOPY1016 BEFOPEVSE ce9DIV m fon s5 wry wIm Mlle Nd cwvectm.saueonn a oui ooyup-r+nan, l m A,aom,mal s or an m AMYdYkLp cwnpVi ntmt Wuq cr:w,F,.Bac®.ma rwkaq nmr-ni'dl-ery so,und.N or aryy,r*wxmelers-iFarwly-'de ntea�niruo lr,e owY,a a,pwxaleaalonrermr"",vwr,N orRnamra m�ewao mN/wcMtlmnNgixwxa,a lemwexvwrem,m�al lxaua 81 atl'm'ila repeed lw[IRSIyaM logeVmtcdlgsswllbrzNlem dbxry wN ryomnyrano3e. lwmnerM pMarca ma tlrq Ma .4 Parke See sed. IdMOIY slowe AlWveiY r+ecrru <14 vsnude, 18N-sun Mire 31 aNNTI1 VA M6Re4r1o.086'84mE K-ilWMnp Corrpwnnl bNylNexnaXm avtllarAe hom lis%reelrnOMe.R18 N.Ire SReet 9x1ea1R NexaMIa VA M14, 1,11 3Et0 Job Truss Twa Type i aty, Ply The Commend 897 12846TOA T16 Wp 1 1 ' Job 17 Miles (optional) Btiklilq COmpo0BnI5UDpb� J9Ck6o1NiIle.FL 32258, syW52Ap11320PMReklntlosmee.lm. MonMTO7bfOx5:5]201] Pagel ID 9nVIb0KIsyJl522081FbIry1 11311 Ljne Xgo0u119P92UNccdTa]bvobrueoki SyGxGONO 1S]-3 191L0 2<343 31 11113&11e ]4F5 ]-]-13 445 445 1 ]-0-13 ]91-5 fabore 1594 618%I 05- fixe 11 ]AO 12 5 6 23 24 6r8 i 7 3 ] e e 66.z 2z 24 4as e f B Z8 13 12 27 28 11 to 18 Ore n zR4 II who= he= 2134 n 010 u ]iY5 1 1S]3 3 31-01-01 384Y0 ]-1L5 ]-]-13 2439 68-10 ]-]13 R11S Pate Odsete IX YF- IL6610 Edge) 1005-10 Ednel if 1,0,4 SEcl 112:0<6 Edger LOADING(psq 8P IN 21 061. DEFL. In (roc) gees trd PLATES GRIP TCLL 20.0 PIe1e GIip DOL 1.25 TO 0.97 Ved(LL) -03111-12 >999 240 MF20 244190 TCDL too Lumber DOL L25 BC 0.97 Veri -06211-12 >M iW BCUE 0.0 ' Rep Stress lncr YES WB 0.57 Hor]ITLI 0.18 9 We Na BOOL 100 Code FBC20147P2007 MAXMSWeight 2801E FT=20°: LUMBER- BRACING- TOP CHORD 2x4 SP MA'Exwpf TOPCHORD SWCWrN wood shmthing directly applied. 46:2x4 SP No .2 BOTCHORO Rigid wiling aremly slighter or 2-2-0oc bracing. BOT CHORD 2x4 SP No.2 WEBS Web Brace:Length(member) 6-11-9(3-12);62-1(5-12);8-2-1 WEBS 2x4 SP Nei (611);6-119(]-11); OTHERS 2x4 SP No.3 Mil recommends Met Stabilities and requlretl cross breding SLIDER Left 2x6 SP fill 2PO O,Right 2x13 SP No.22-00 be installed during truss emotion,in marom uce with Sol Installation guide. REACTIONS. (Image) 1=159]/0.5J3,9=159]N-5E Max Rorx 1=-259(LC 10) Max Uplift 1=419(LC 12),9iodi19(LC 12) Mex Gmv 1=1821(LC 17),9=1621(LC IB) FORCES. (lb)-Mex.CompulAex Time -All fomes 250(Ib)or was except Men shover. TOP CHORD 1�-247/84,3-4::-19781738.45=4644"12,56=4644]12,69=-19781 ]-9=-24]2]]84 BOT CHORD 1-13=-5592228.12-1 -580222d,11-12=55Y1]28,1611=-55 0.20 3 0,9.10=55312032 WEBS 613--0.265,3-12=6]1285,4-12=-155/646,512=-27(V102,5-ll=-27flr102, 6-11=-155/646,]-11=6]1285,]-10=0.265 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind ASCE]-1G Vu9=130mph(3-seeond glen)Wasell or mph TCE)".Opsp BCDLd.Gpsf;hi B=A51t;b24f1;eave-5f1;Cal. 11;Exp C;End..GCpib.18.MWFRS(directional)aid C-C Extrall Ol to 3-0-0,Intedl3,0-0 to 1S73,Exhal )15]S to 28812,Inteduci 266-12 to 3911-0 Coni C for members and fomes S MW FRS for reactions moden;Wmbet DOL=1.60 plate grip DOL-1.60 3)Provide adequate moral to prevent water pending. 4)All plates are 3M W20 unless ofllereise indicated. 5)This truss has been deslgned for a 100 bar bottom deem INe lead nommocurrent with any other five loads. 6)'This truds has been designed for a live load of 280pst on the bottom chard in all areas where a rectangle 36-0fall by 2-0-0wdd I 9l between the bottom cflond and my other members,with BCOL=10.Opst. ])Provide mechanical connection(by others)of buss 10 bearing plate model of wilhsarding 10011,uplift al IOlnt(9)except at-lb) 1=419,9Nt 9. W4gawn-Vedtaws,pvn,u weeeemew...ON TMs INOYKLYOEO M/Ex aEFEp4MGE GAGE."ar1ev.1.119E .Ya E. Leann-1 l un me un, to Alln.mnrrecim street t Is.sY',puremereS rawer,aglS ex mamerea d dMli compr¢n,not ,.Mlo,a rm.lne W Wq MOy1^wmlrsnvelN iM aR4kaliNolde9>n Fgmrelertaq PWedYMapxoR Ri Mgln Flo lM—'s eudr�"a�tia . Iarcma Nek„Ieenmwe.�nlwdeLpalmlwaa ll�wadadloromrdmerrr�pl.mr.rdo4mdlwryMTyOdlxrmrrerrbi ek' kdrvol5 rep4etl 1o1 aiYMIINddlo rxevenicWapm wlMl palMr✓II L4W WJ PON'Nme�. FagvwrdpYhca lapJpfre ayeneb Fwayber spreLmese4o,scOnv,Yeaclbn nerrxxFgof is o dsmde.dJeeexXL/1 i sa,N,Me.OY'Mml kLY MrgnYeoeVuwni dry lM vdMAe Oort true Were n[IMIe 918K1ea5reet 5111¢31R NevaNM VARpd,1. Te1rye,FL 33610 JM Tres T.TYpa ON, Ply The Camel 711134606 128115TOA T17 Hip 1 1 Job reference folustra l BuIMIrlg Gomporwn[Supply. JackwmllM.FL-32258, 0.110 wW Ant1311]MITakgX3gZ4YISIAZOhv 4iVZMay 5P1 NixFIWZWnPage 1 ID25OnVIE81OsyW522DBa284 ue3-ygX3gZIYI09110 vP1iVZm1%3ilxFiWZC6xGONM ]-242 14-21 101L0 260-05 3204 389b0 ]-242 64Y4 597 SB] 6-114 ~ 7212 Swle=1%.1 2,4 1 ad= 3M= 34 se = h10 x0012 3M= ],101 4 25 m 3 eeO z4 2] res ar 3 ] 23 28 416. Z2 e I1 e d d 14 29 13 3D HN2 31 11 32 10 4x10 IaS= 618= 4x10= g6= swe 4,1011 L242 1611 1511-0 2al5 324-4 a"0 12 8114 69] iN "I 6-114 ]-2-12 Flate OXsels X Y- 1:0-5-10 Etl a 4'.0-6-0 Edi 6:0&9 Etl 995-10 EO LOADING (psi) SPACING- 210.0 CSI. DEFL. In poc) Well Lar PLAlE3 GRIP TC200 Plate Gnp DOL 125 TC 0.83 Ved(LL) -0211011 sM8 240 MTN 244190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Ved(TL) -0481011 >M180 BCLL 00 Rep SI.lna VES WR 0.78 Horz(iL) 0.17 9 we res, BCDL 10.0 Code FBC2014/TPI21X1] McNx-MS Weight,258 In FT=246 LUMBER- BRACING- TOPCHORD 2x4 SP No.1'Except' TOPCHORD Smdurd wood M.NN drectiy applied. 46:2x4 SP 1,10.2 BOTCHORD Rigid ceiling directly applied ore-2-15 x passing. BOT CHORD 2x4 SP Nil-Emcept' WEBS Wab Brace:Length(..bar) 65-14(512(1 1143;2x4 SP No 2 MlTek recommends that Stebillxare e!M RgJIraO crass bra Ing WEBS 2114SPNo.3 hahlstalle dur111otme,erection,In accordance wlm Stabltixer OTHERS 2x4SP No.3 Instal gulde. SLIDER Islf 2x6 SP 12-00,Right 2x8 SP N0.2 2hO REACTIONS. glaxslxe) 1=1597/05$9=15974)-58 Max Harz 1=235(LC 11) Mex Uplift 1=119(LC 12),2419(LC 12) Max Grew 1=1695(LC 17),9=1695(LC 18) FORCES. gb)-Mac Compuf MlacTen.-MfoafterMgb)Orleasexceptwllonshovm. TOP CHORD 1-3-2636714,34-266.'L965,451 w�1916-7::-26531965, 7-9=2636/]4 BOT CHORD 1-1L-SA2349,1314-375x194,12-13-374`1958.11-1 2=36&1857,10 11-NWI 851, 410-5]121]3 WEBS 314-5001 4-14=318963,4-13 382,412=-tINV404,5-12=376x222, dlz_1084Of.611_0362,61P_3T8763,]-10=-Satl 33 NOTES 1)Unbalanced toot Ilwe loads bave been considered lar this design. 2)Wit ASCE 7-1 P,Vu16130mph(3secondgust)Vacd=101 mph;TCDLS.Opsl;BCDLS Oast Ii2 B-t5ft;1x24;save=58;Cat. II;Ely C;End.,GCp".18;MFRS hireG ower)am C-C Extedoi 000 to 34)6,Intedpr(1)30-01014-24,Exlenor(2)14-21 to 4-11-14,Intedor(1)2411-14 to 3411-0 xone;C-C for members and forces 8 MFRS for readi0ns shown;Lumber DOL=150 plate gnp DOL=1.6) _ 3)PmvMe adefe le drainage to prevenl water parni 4)This buss has been Designed for a 100 psi bdfom chord live load noncorlcurrant with any other We loads. 5)'This truss has been designed for a lice lead of 200psf on the bottom chord in all areas where a rectangle 36-0 tell by 2-06 well Wit fit heMeen the Whom chord and any other members,arm BCDL=10.O1 6)Puri mechanical connection(by dhi of tensa to bearing plate capable of withstanding 1001b uplift at joint(s)except gtdb) 1=419,9=419. Ana. tlwgn peremrpeeMaEeONerEa ON 11MxHO NCLYON MIFx aafEPINLf lldflalll]m.IMAY.NrbaEFeaEVSE ce9y1 Wsch folaauNY withMlleA®cwvectm.RathoNen 6Oa%JaYYrFarl caurnlen Pxwn,.Q%lk ret m MllW I. , wmr_ ienl.mt darea cancer,6o'Far—Ina waushotlaaner msl NN tMgdbWllNoldeLL3lMmrelertm]pgMYNnM"ale swoWNnnlnlo lfc Dopa py~.axNRgkaleaa to laewenl"1 oIXMNMKA 1llmweh ari[iced or.odv.A1".temWrwald Felrnaleni MOCxV EW.WIrMAadbsNMtYaMbpermlcdl4/ewlmrb+>Wel�paanl NeYap gGxarN67np�. fu[arael P4Wrce rePlJq Me kdkeMl m1e9a.ddwarv.aecwas pacYg of Mixsartl Mmryila auraexNN/plt VA Va Pxwlu,b56d9atl 6L51WWn9Canpaxnl 4W6Pert,EMn yMYa/pxmlbn mLkxMe Olxn Irra Mle FefMa 218 N.Iw STael.911e JIR.NaWx1b VAYx314. Terrya,FL 9]610 Job Thea Truss Typo ON, PIY the Cunbedand 68 1284870A TIB Hip 1 1 Jct 17 Affue J.'Num' Building ComporeM Supply, Jacksonville,FL-32258, O.I 10 Apr 132p1]MiTeklMmtiJ Irc. Mon Fa5Np 5:08 UhFU Pbge1 IDa19nVI2722 522OB1FhIzyMUM-IVONHOaW3GCZJBaEcxJF�5z3thn054U11F6ZbzGDNL &143 12"14 1-218 7210 3301) 36-6- ' 6"3 "2-11 ]-2-11) 5`290 I 6291 I 663 ' Srele=166.2 lido i 0411 ]x10, 4 26 1 as 6 ]m F12 asa 21 27 Nb 1 7 ] 4xE�2 [3 2a O5 B 1 p �a L 13 29 2 ad 11 10 "10 II 2x411 ®e= 4x�o= 06= 2N, 11 4x1011 663 12"14 10-110 92-2 33L13 3B1 b0 663 "2-Il ]-2-10 ]2-10 6-241 683 Plata OXsals(YY) 11438 EOIRI 14'0&0 Edgel 189&0 Edgel 190-5-10 Edeel LOADING gust) SPACING 2-00 CSI. DEFL InQoc) VOM lb PLATES GRIP TCLL 20.0 Rete Grip DOL 1.25 TG 0.]9 Vert -0.1811-12 >B99 240 VT20 24M190 TCDL 1B0 Lumber DOL 1.25 BC 0.96 Verl(R) -0.4511-12 >999 18D BCLL DO ' Rep Stress lnor YES WB G60 HOR(TL) 0.18 9 Na Na BCDL 10.0 Code FBC2014]TPI200] Matdx-MS Welghl:23315 FT=20% LUMBER- BRACING TOPCHORD 214 SP N0.1 ToosIA' 70PCHORD Structural wood sheathing already applied or 2-2-5 oc Wright. 46:2x4 SP Not BOTCHORD Rgid calling directly applied or 2-20 ou braciW. BOT CHORD 2 SP No.2 MRek repanmencs that Stabilizers end required crcee bradlg WEBS 2x4 SP N0.3 1 be Installed during tmbs attention.In acwrdenw Wlh Stabilizer SLIDER Leh 2x6 SP Noy 2-0.0,Right 218 SP No.2240 Irstallaflon gold , REACTIONS. (1bslxe) 1=159]/DSD,B=159]8&6 Max Hoa I= 11(LC 11) Max Uplift 1=-4191LG 12),9=419(LC 12) FORCES. (Ib)-Max Comp.fiW Ten. A6 f0me5250(lb)orlessexcadistranbhovAl. TOP CHORD 1-3=2 4 61802,34=215WW.45=-20531039,S6=20531034,67=2152063. ]-9=-2461/ BOT CHORD i-14=-59221]8,1&19=59281]0,12-13=42041885,11-12=41411T]5,10-11==565204q 5`10=585`2040 WEBS 313=4]8X6,413--581449.4,12=-1 5(153],512=490292,612=450153], 6-11=-501449,7-11=-4]82(8 NOTES 1)UM1Matwelhrwi five load.1.bass, uardamtll.this dedgn 2)Wim:ASCE 7-1tr Vdt=130mph(3secorW glwi)Vastk101mpk TGDLdgiasl;BGDLZ Opsf.1-25il B=4Mt;L=248;eave=58;Cat. 11;EV C;End.,GGp",18;MFRS(directional)and!C-C EaNnor(2)0.60 to 3-0-0,Interior(1)30-0 to 12-814,Exledor(2)12-614 to 31-5-0,Interim(l)31-60 to 3911-0 zone,C-C for members and forces 8 MFRS for madlons sW m;Wmber DOL=1.80 plate grip DOL=1.60 3)Provide atlequete drainage to prevent ureter ponding. 4)This dues has been designed for a 10.0 pat bottom chard live load gonconcurrent Wth MywhW IN.loads. 5)'This truss has neen designed for alive load of 2D0psf on the bottont Mord in all areas"here a redarlple"-0 tall by 2-0-0 Wde WB lit benasen the bottom chord and any other menthol Mh SCOL=10.opst. e)Provide mechanical cenneddon(by others)of truss to bearing plate capable of WOssthin ing 100 lb uplift at join(.)except(It=1b) 1=119,9=419. Q MI.� 'Nsa.pwxnNvrwl PFAp NaiEe CX nIB4Na xICL UOfa MIExeEFEM NCE FLOE si m.IOIDFNrSaffMEaSE. � �, In 1. r,MIIekV wnnero,.de9g16 Watl.rl'o'MRx -I—.'-1.fwm MY#N WMYg cwngnwnl.ml Inm SWeni �Iwe .IMI.."to n89pm m1.1 oon''ne glAkLLMlNelnzJpn'onnoenm'M ru'r,M:—s".TkneY{M Intoe .-.II dr�Mdr9d 5`9 �Indk<aetl Slo Nevml tucXni9 of FeevkpW Nvtwebrn]1«alwrtl mwnbga'wYY. Ppebaxlem"and Vuim Hutor. Mrrek' eaworileplealw IaMI6Y-I RaveeH no.,wIIh IUffiJa.onfe M1Wxv�xwl ROPemdwlq,e' 1w g«ula aalNncelMgelln n,e sess,.,ilwge nal .V—r.—... [.' 11.Ii ..Mlems.mextxWlPll Is.N GIMM.sa6d9aM BCLYMpCaManenl eBW PeiXe Eep BNO. NNry Walmanm wtlktJn M1mi I1va PoleeWNe.21a N.I�STea1.aLlle]11,Nesnxlla,VAY1314. iarrye,FL 3810 Job T. TARS Type by RY The ComberleM 3 00] 12898TOP T10 Hip 1 1 Job 17MIT"lesions) BGldirp Component Slpply, Jad¢omllle,FL 32256, e.IIDM%i1M201]MITe%IndusOvs.InomoKSMey151598WEIL1] Paget IQ:%9nVIr0lOsyW 522O81FbIzyMue3meyHUL0L4MOTBTImoKSVmreADHO%gW EL]IS1zGONK 5910 11312 1]395 2244 2644 3411 3091 i0 5810 552 603 512 603 562 SP10 Issas 7`10N4 ]e10 2x4X 4 27 28 " 6 29 30 ] ]m 12 46 i .2L 31 MS 11 3 8 9 46 i u 62 a6. 2 0 1 10 I d 16 1533 14 13 54 12 11 41011 rid 11 66= ass tss e6= 2v4 II 4x10 11 sP10 F 11.112 1]31s 16nb F 2249 2&]-4 341 a 3Pn-0 SS10 SB2 6D3 2-]-9 N-9 60.9 568 5&10 Plate OX (KY)-- 19-38 Etl 1.1446-0 Edgel p,05O Edo 1 110'0-5-to Etl el _ LOADING gl.) $PACING- 260 CSI. DEFL In doc) I/deX LM PLATES GRIP TOLL 200 Plate Grip DOL 1.25 TC 1A0 Van(LL) 0.2] 1213 >999 240 MF20 244190 TCDL 10.0 Lumber DOL 1.25 BC 096 Ver(TL) 0.5312-13 >900 180 0GLL 0.0 ' Rep5lress lncr YES WB Do Harz(TL) 0.18 10 Na rVa BGDL 10.0 Cade FBC2014/FPI2007 Matrix-MS Weight:22S He FT=20% LUMBER- BRACING - TOPCHORD 914 SP No.2 TOPCHORD Structural vvwtl shealNng directly applied. BOTCHORD 2x4 SP No.2'ExcepP BOTCHORD Wgld selling directly applied or 2-2-0 ac bracing. 1-15,10-12:2x4 SP Nut MRas recamma is that Stabilizers and required soles baling WEBS 2x6 SP No.3 be Installetl during buss erection.In accordance wilt Stablllzef SLIDER Le"2x6 SP No 21-66,Right 916 SP No.21&O MNNlatlln ultle. REACTIONS. ilivale) 1=1597@58,10=1597/0se Max Holz 1=18MILC 11) Max UpIIX 1=419(LC 12L RR,Il9(LC 12) Max Gn,v 1=164](LG 17J,10=1848(lC 181 FORCES. (Ib)-Max.CompdAax.Ten.-All fomes 250 Qb)or lees except Allen shove. TOP CHORD 1-3=25311804,31=4321/804,45=-23260871.5£-2332V875,6]=-23399]5, ]-8=23200604,8-1 56 975 BOT CHORD 1-16=6D3222e,1S16=18=6032228,16-1�465I2031,1314=-590.2384.1213=-d6N1805, 11-12=58]2068,10-11=-512006 WEBS315=6 4-15=-4812=i5P1q e-12=376/169,5-14=4 Q3215, 513=-00021]17,,414=-19]0]56.7R%.7-13=--20&]57 NOTES 1)Unbalanced roof live loads have been considered for mos design. 2)WIIM:ASCE]-10,VUI1=130mph(3-second gust)Vastl=101mph;T001-3.OpsC BC1313DpG;h=25X;B=4511;1-2411;eave-51;Cat. I(EV C;End,0Opi=0A 8;MFRS(Mrectlonag and C Exletlor(2)0910 to 3-09,Inledor(1)300 to 11-3-12,Ededoh2)11-112 to 32-103,Intedor(1)32-10-3 to 39-116 zww;C-C for members and forces 8 MFRS for reactions shown;Lumber DOIa160 date grip DOL=1.60 3)Provide atlequale drainage to prevenlwamr pending. 4)This troes has been designed for a 10.0 pal Whom chlor live lead nwncenwlrent Win airy other live loads. 5)-This Imss has been designed for a live load of 209,81 on the blXom chord In all areas wren,a rectangle 34LOlaX by 240 Mde will fit between the bottom chem and are other members,Win BGDL=100ps1. 6)Provide mechanical correction(by others)of those to basing plate capable of wilhstardirg 1001b uplift at olnds)except(ft=10) 1=419,10=419. Afifiworea ve yBNh4WpnpvamwM mCPE10 N01E5CY1 ila3 ANO NCLWEa MEN PEFGINLE PA6EIY]4Anv.rdly S6EWeEYeE. an��mnl«�.�«�Ivwm Mlltllswrcwcexi.RANei\{nab tl«+vewrlwranoleasow,t alai««�ndMarn wl6lre a�xPm.r.m '� Crsaan elwo�ae.11rodN,Nq deY�wr mlMvwxy1re44Ma%alnolaeLl�WometartaM ryWgnr lcuisoc�ntarYT nlomnorear '. 1 .xO de:lee. ®«h04awledalo wevem Mr=dn9orlmbnwlmxi»Peau«eM,m mambw.owv. Pdama�l lema«vmd mm�mM an0 18 h•eworxrep4alra iN,vr, to wevenlc"ou."ose w�dxe peeaMfNxr orMYmm Qvin(9e.(q 9a¢rtxeXMca reaudlq nP asxk<In..3a.tlHNWYfirorn bn eM Macs,'i it Ise nRsyslemSseMNW ,I-N hdrllwM.,64'69 aglC]IWbpCpeWMel t.W Px1M '. SaMylnlwmaMon ovrlGNa toml�HaW lnenMe'l1eN.lee Slreer Slle.112.NaiaMM.VP2R]II. ierrye.FL-.7,0. Job Toss Tross Type (mry, Ply The Cumberland TI 1134600 12MTOA T20 Hip 1 1 Job 7MiTae(wuopell BciIdnA Gompawnt Supply, JaeksomilN,FL-32268, 0.f I05Apr13201]MITeklihagXaWHMMon May 1515:06NVKfTPOM IDx9nVIbNOryW52208ffblryMue3-FIW 1.11 XkotlH2M1xNBBHro[gG]6NYtkDOTxGDN1 ]n6O 91010 16]d3 239 36113 32-0bD 3911-0 780 2-1610 L. 97- 883 2-1810 ]-00 $cele=163.4 We; 2W II 71 ]xmc 4 25 23 5 6 T/ 23 x 700 12 3 3 xs � as ad s ' to to u 31 is tz az It �_ e �_ _ m= afo 11 .10 n 91040 1&].13 213-3 Wye 3811-0 8ID40 893 6]9 Bb3 9161D PIaI.Oferst Y1- 11A38Ed0e114:O OEdo.11]:08-0Ed9e1110.O 10EdWI LOADING,(pd) SPAgNG,- 2i" CSI. DEFL. In floc) dean I/d PLATES GRIP TCU- 20.0 PoeN GXPDOL 1.25 TG 0.91 Veit -0.3511-12 >999 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 VeH(TL) -0.6111-12 >A1 180 BOLL 0.0 Rep Stress Mr YES WB 0.44 H.,dTL) 0.18 10 We Ma BCDL 10.0 Cotler FBC2016?PI200] Maim[-MS Well 2401b FT=20A LUMBER- BRACING- TOPCHORD 2x4 BE No.1'ExcapP TOPOHORD Structural yeoa sheetMng closely applied. 4-6.6-]:2x4 SP No.2 BOT CHORD Rigid calling directly applied ar 2-2-0m bmdng. BOT CHORD 20 SP No.2 MITek recommends that Stabilizers and required cross bracing WEBS 2x4 SP N0.3 be installed during buss erection,In accordance with Stabllizer SLIDER Lell2xe SP No.22-0-0,Right 2x8 SP Na22A0 Insulter.,guide. REACTIONS. Ablsixe) 1=1597Po3610=1592/638 Max Horz 1=-161(LC 10) Max uplift 1=419(LC 12),10=419BUC 12) Max Gray 1=1660(LCtn,10=1860(Lc16) FORCES. (Ib)-Max.Gomp.MlorTen.-All forees1250(Ib)oriessexceptMenshown. TOP CHORD 1-3=-253BR3D,3 4=-2 3 9118 3],4 5=-2 61694 9,36-2656959.6]=-2855954. ]-8=2391/03],610=253]/830 BOT CHORD 1-14=-29l,1311=498, 1,12-13=]PY2]1Q11-12=,6-12- 6,1611=595206) WEBS 314=-29irl 7-11=M14064-13=2]5992,5-t3�a8Z25T,6t2=i59Y258, ]-12=-zep835.]-11=.E9/4o6 611=.294/1e7 NOTES- 1)Unbalanced mot Ili loads have been considered for this design, 2)Wind:ASCE]-10;VWt_-13ell 13-secend gust)Vasd=101 mph;TCDL-5.0,0;BCDLdBpab 125f:B-0Bi 1=24f;en 3fb CaL II;E,C;End.,GCpi=0.18;MFRS(dlredlomai)and C EHerlorf2)0-0-0to 3 00,IntedOR1)30-0 to 9-10-10,E,dedor(2)&1610 to 303.5,Intedor(1)34-3-5 to 39-11-0 xone;C-Cfor members and fomes 6 WETS lot reactions shown;Lumber DOL=1.60 plate ,it,DOL_1.e0 3)Provide adequate drainage to prevent water paddin, 4)This house has been deslgned lora 10.0 pai Whom dear live load romemse rr nt with any other Ove loads. 5)'This truss has been designed fora live load of 20.0psf on the bottom chord in At areas sitters a rectangle 360 tell by 2-0-0 wide Will fit Detason the bottom chord and May,other members,With BCDL=10apsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstaMLng 100 lb uplift at Iolnt(s)except At-lb) 1=419,10=419. QWAIINWaVMly MtlenprmMmrW aEle MOrae Oa tXISIMO NLLUOEe MlEx e3EWAMGEGAOE361?J m.IWLNIeaEWaEYeE CeLpn valltl Iwuie wYywlln MIIek&mnmcMx mF�g♦T k[wxldeyurmn pvameterssluwn.aN htw m�MWd LJClgttxnpawnl.rot ldry+ tem.ILslne ua.lM lwNdry tlefare mall ve4M nn aMxkolNlly al�le4�ry arvmnrzmywWe� of ate mGasLynlntolMovadl aeaer.a�,numdkrneehrePereml>1�Ina oaxwu�mrsswpb rs.+m�d..e�nwnbe�.on_awxan�nwrw�ark+man�l da<vei MiTek' 6 dwarnre4Aeah Ada'Inrwul to wewalcdlgsrwllnpenWeprtwrvY lNVvdW WwrerlY damogu. flanwda� ®wdm me vo4 Fede FM BM. M.o:mw.n��e-uwrxm we�n�awr bl�hnonm.�nna ln�.nl�..,aoexslmnawM em.m,peeavam xsl wwalWco� s k4Nylrbmwllm avdMde awn 4w Naln LMIx4e.Jltl N lee YLeeLAYle J12.NexmWa.VP2]J 14. Tepper,FL 9af0 Job Tlum T.TYPs 011'. pry The Cumbeelana ua ea9 12848TOA T21 Hip 1 1 Jab ReferenceSaNball BUNiNI Component Supply, Jacxswrville,FL-32258, B.110a22OBfF0DWTek I1MdxsISONS0on1081I2Ae:IX1201] Pegei IRaBnVibBll]eyW5220fXFLIzyMue3-jW2v1�IBOns9wIWSLITSO_PIYJYJJUwBvzGONI 60-0 85] 1621 2391 3139 31110 . 3&110 Moz-s] ]d-0o ]8-0 ]9-10 2-57 &.0 Scat.-1 111 ]vto c 46= ars ]x10 ],0012 4 29 s a 2g ] as 3 a 24 'SG2 23 26 4v5� tl 9 1 10 k So 14 13 12 31 11 4:In u �= be 4ef0= pg_ 4x1011 las] t6zi 2Ybts 31-F9 39tl0 &s] F Fe-t5 ]6-04 7 A-10 8-s] Plate OBseh lX.yl- It' 3 Edn 11 '06-0Etl 11]960EO l.[10,O OEdgel LOADING(psU SPACING- 2-06 CM. DEFL in (lac) Weft Lb PLATES GRIP TC 20.0 Plate Gl¢DOL 125 TO O.B] Ven(LL) -0.21 tt-12 >998 240 Mi20 244tl90 TOOL 10.0 Limber DOL 1.25 BC 0.84 Vetl(TL) Zor -13 SBM 180 BCLL 0.0 Rep Shaser Ina YES WB 0.61 Horx(TL) 0.19 10 We Na BCDL 10.0 Code FBC2014RPI200] NISM S Weight:2261- FT-N% LUMBER- BRACING, TOP CHORD 2x4 SP No.1 TOP CHORD SD aural vwTod sheathing dmdly applied. BOT CHORD 2xASPN0.2 BOTCHORD Rigel calling dlredly applied or 8663.0 bracing. WEBS 2x4 SP No.3 WEBS Web Bmce:Lenglb(.SnI 611-1(512): OTHERS 2x4 SP No.3 Ill...Me that Slablifl..and retia red cans brechg SLIDER Left 2x6 SP N0.22-0-0,Right 2x13 SP No.220.0 ba instead eluting Wss erection,In Sudden.with Stash., Installation WiIS. REACTIONS. (Ihraba) 1=159]N56,10-159]IO58 Mex Horn 1=141(LC 11) Mex Uplift 1=419(LC 12).1R419(LC 12) FORCES. (Ib)-Max Comp.Mtax.Ten. All tones 250(lb)or less except when shown. TOP CHORD 1-3=2442835,64-2305IBM3,4-5=-28]9005],56=289M1083,6]=-2894110a3, ]6=2389843,610=-24 SS4 BOT CHORD 1-14=6148085,f 314 44,12-13=8412692,11-12=-514/1 M,10-11=60]2012 WEBS 4-14=-2BYJ03,4-13=665r1161.5-13=-519289.612=401/294,]-02=6](111]2, 7-11=-2D304 NOTES 1)Unbdansed rool Ilya loads have been considered for this design. 2)WIM:ASCE]-10;Vd1=130mph(3s rd gud)Vned-101 mph;TCD-S.Opsl:BCDLS.Opsb InI8 511;-2411:eave=Sk Cat II;EV C;End.,GI S;MFRS(diredional)and C-C Ex1Mm(2I 000 to 3-0-0,Interic )30.0 to 8-5-7,Extedon2)8-6]to 35-8-7,Intenor(1)35-6]to 39-11-0 mneI C for members and farces 8 MFRS for readimis shown;Lumber DOL=1.60 plate grip DOL=1.a0 3)Pr0vide adequate drainage to preva t water ponding. 4)This truss has been designed for A 10.0 psf botlom Chad live load Nomonmereat Win any other IIm bads. 5)•This Inks has been designed for a live load of 20.0psf on the bottom chord in all areae was a rectangle 36-0 WI by 2-0-0made Will ft bdesso the Mr.dad art any star members,with BCDL=10.0Psi. B)Provitle meamical annedlon toy otens)of inner to Dealing Plate capable of withstanding 100 lb LVIIX an Idnt(s)except Ot=t) "19,10=419, AWq.e-VMly4ulenpramwnem4 PFA.Na se 116Yla NCLUaaO MICx flEFEMMGE I]¢EM)<Am.lO0YMI6 eEPoMUSE Wltl til uw ,NY Ym Mlbklc —am9e dMNph IS xJaY."per—.M.II mrl klwm..N harn'g amipdrenl.mt g dex9n�9aY'g IMkaledYk o himmV dXu M Lusweb wMlw clove'n�rvnEeiMw1Y IMNIY Rm[w�auf[wnnwunl4d WYlwsM a awen lew.dmr.tmulNo.s n�he+emewlQ'.v Mm Mx4xv lcersmxY x4uvue hW�vdYdamWv. Io, da.s.ke�ewdYem. far YYI' 14akrnkxL ilnWe.tlNNuy,e SNMand Macl�pollyatSa SSSM W.ff" IIYVI%I Yff enlxb..sad9aW eeslWMipeanpvstl Sena v.M1a.1.M. 9l.ly IMpml.n aWade V.L�Rde hnlllule.218N rev ST.e1.W.31 R,Nevus®Y.VPII314. Terrya.FL 3.x10 I,Es yrs . y The curdawana T111.1. onal 12a1siW R2 BcalEq[u19MualOWa 1 ,Job Relelenceofion9 BIJIdry C.".suddir ACFwmAM,11 sures 1 a,no My 6Se1]MTeFEdy.D MC Akn Wy1516'I2'1]2a1i %%I IO:xBnV1013peyW522O81FbIryMu➢31T/6cPOreEmsDgIk0051DPyneOdg_aAMZHEZGDHS ]112 1L 9 24]-15 26&5 361011 3811-0 76li -& 6-14 618 &16 8-06 ]-05 bzle=1 705 Srt= —H 23 4650 d,5= a.= 46= 66x6 1/ 6 5 6 ] 27 20 6 B e6. z4 30 46 17 'a z B z1 10 e z3 I$ 13 u it zzzd 1.A? 31 3215 14 6M- ]ffi- �= sam II ll Pro- 653 1535 164-0 _ _14110 _ 321611 %fld 353 &1 6-i-13 2M ]-0b PI Offs 1 VI- 11934"0 II '"510Edg 11159"-12Ed I _ LOADING(mQFl�� CSI. DEFL. n (loc) Vdell Ud PLATES GRIP Nte Gdp DOL t25 TC 080 Verl(LL) 0.1] 15-18 sage 240MT20 24//190 0umber DOL 1.25 BC 0.81 VemTL) 9.46 12-13 sell 1800 ' Stresslna VES WB 0.69 HOR(TL) 0.10 10 Ne Ne0 FBC20141FPI2007 Matdx-MS Weight:2031d FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4SPN0.2 TOPGHORD SVudund wood sheathing diredlyapplled or 2-2-0 oc pudina. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling dlredly applied or 6"0 OC busing. WEBS 2x4 SP N0.3 WEBS TBrace: 2 SP No.3-5-15 OTHERS 2x'1 SP No.3 Fasten(2%j Tandlbracaston&rowedgeoiwebtalhlOd SLIDER Leg 26 SP No.2"fi .Rtght 26 SP No.21-&0 (0.131'x3')palls,61n o.o,wim Sin minimum end distance. Brum mud cover 90%of web length. REACTIONS. Nlheedpge l5-58 except Qt�erlglh)1R-038,14=0-38. (Ib)- Max Hom 1=128(LC 10) Max UpllS All Will 100111 or less at lobi )14 excWt 1=-168(LC 12),10=Mr)(LC 12),15=-281(LC 12) Mex Gmv All readions2Wlborlessat(dint(s)excepti-13(LC21),1W11]8(LC 1),15=1452(LCZR. 14=3l l(LC 1),120](LC 1) FORCES (lb)-Mex.Comp./14ex.Ten. All to.250(lb)m less all when drown. TOP CHORD 1-17=-291/12,3-1]=-022313,3L---337/351,4-£-391 58=121 deal &7-193M84 75=-1409/602,&21=-1721/827,10-21-71 5054 BOTCHORD 16-18=2262SS,1518-2262851415=42&1034,13-14="20/1034,12-13=61&1711, 11-12-630'1904,11-22-41&1393,20.22-353006 WEBS 31 i-42882,515-14021456,513=51/507,6-13-80BY262,6-12-25/33], 7-11=52]2(38,&11=991513,1&1 a=MMI.1]-19-2nl,1&19=-308239, 2-19=403i 10-20=-612//4,21-2 3-2 038 02.10.23=22/462,20-23=60713fdt, 9-23=-1552060 NOTE& 1)Unbelenced roof live loads have been considered fm this design. 2)Wind ASCE 7-10;VMt=130mph(3secoM gust)Val 01 mph;TCDL=S.OpN;BCDL=5.0paf;h=25f1;B=45fI;--245 eave=SR,Cat. ll;EW C;End.,GCp1=0.18;MWFRS directional)met 0-C Exledog2)040 to 30-0,Intairl3U 0 to 7-&12,Exfe er(2)75-12 to 35-10.11,Intedor(1)3510-11 to 39-11-0zoni by members and forms 8 MFRS for hound ons shown;Lumber DOL=1.W plate grip DOtF1.80 3)Provide adequate drainage to prevent water pending 4)This truss has been dmig0ed for a 100 pet bottom Chem live load noncenculrent who any other live Inds. 5)-This truss hes been designed I...live lead.120.Op1 on me bottom chord In all areas whore a rectangle 3-5.0 tall by 2-0-0Aide will It bdyean the bottom chord and any other members,with BCDL=10.0ps1. 6)Provide mechanical connection(by others)of Voss to hearing plate capable of wimslanding 100111 uplift at loint(s)14 except Q1=Ih) 1=168,10=340,15=281.1=168. 7)Warming:Additional permanent and steeply,bmcing for truss system(et pad of this component design)is always required QWnhous ry -➢n px OTE3 aN M MRE E YOYN eE VS . - CeSgpvaMtlt wlrt MII k P t _ .. i M- n - MIIN1 - - t nl.mi 1 fiel .aw �hqg ml ry 101uHlIN IOsan na i11 2 u IMJe4pn s—idl bMare thea -aMglMk 1� 1 w. 1n�anm n mmmw n«rol d emre arv, am.xi pe 1 ,^ m1x«aro MIT6k aware anted nmrW sal a 1 d wm n+�ua m.r Nuvatdnwed anWe-wpcerepa auw egaare me aeaa.—F.eeNe kind 1 [pe a&NmY. MMMwa. I r➢,ar-I on vreAHWMI G✓scIrs .DSa-09 wq aC9&pNgCwnpanml Ta FL sUn 9tlMylrlwmoMm wlatlek 1 oe sIINM S1aNle54ear aJ1e31S 01 auAb.VASRdII ^Va Job Trow Tues Type ON. Ry The Cumberland 3911 12848TOA T26 Paoi Special I 1 Job 17MI . o tern BNNilg Gommrent8uppty, Jeckwmille,FL-31256, 0.110eAP13201]Mi lmdlmbi34'Or XIAWUSAN 15 08:05201] Page I ID:cMVIb01O0115220efFblzyMue611CU 3135w140%1AW UNnps2W1BTPVpeuEozGDNG Y&12 B11Y5 152-02 6" 2"a 34&13 A1L0 1&12 2L8 S4] 848 6J-8 648 S]3 scale=1 71.8 51= TOO 12 3 06= 41 we 'LIN I h10� 4 5 a ] e fs 28 2 28 28 ass. za y4xs. o 6 15 14 13 12 11 I 4A6- NAE US= .10= 'M II 3tia 318 ]8tz 15212 2142 246s 2]-117 34513 35-73 ]-biz ].6a 616 3-z3 32.3 6a6 s].3 Plat OXsets lXV)- 1 '6310061 IB'080 Edo 11045E 0-061 LOADING 04 SPACING 247 CSI. DEFL In goc) Well W PLATES GRIP TCU- 20.0 Piss.Gnp DOL 1 25 TC 0.65 Vefthi 0.19 1518 x)51 240 W20 244/190 TCDL 10.0 Wm11er COL. 1.25 BC 0.51 Verl(TL) -0.231Si8 >]]0 18p BCLL 0.0 ' Rep Sheri Inc, YES WB On HOraTL) 0.08 I We are BCDL 10.0 Cude FBC2014RPI200] hemi Weigh:204t, FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied oro-2-11 oc Pull BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling dell applied or 600 oc bracing. WEBS 2x4 SP No.3 MRek racommemk that Stablllzem and raquiretl cross bracllg SLIDER Left 2x6 SP No.21 EE,Right 2x6 SP No.21-6-0 11, DQ inNalletl tlunm Wes erection,In acwNenca lNM Stabilizer Mandel oda REACTIONS. (ItAlze) 1�.5.5/0.3-B,l0 ir4S8,14--193FibSli Max Hoa 1=12a(LC 11) Max Uplift 1-363(LC 12),1R-255(LC 12),14=847(LC 12) Max G.1466(L0 21),1O=-QGyLC 1),14=1835(LC 1) FORCES. (10)-Max Comp.nMax.Ton,-All formal part III o,less except when shown. TOP CHORD 1-3=4AN581,34-454/588.45=-2]1854,5E-081/437,6-]=-141&598, ]-0=-1419/598,&10=-12]514]0 BOT CHORD 1-15=355n335,1415=366268,13-14:: 07/102,12-13=300del 1112=30&1034, 10-11=30•V1031 WEBS 315=-3831102,415=-252(31,4-1<-A553]8,514=-1222/456,613=-]02/309, ]-1Z-40]246 0-12=-172/448,513=434/1614,a-12=-20&639 NOTES 1)UMalbumad,00l live lauds have been wrlsShned Io,911.design. 2)Wind:ASCE]10;Vult=130mph IS ..itgust)VNSd=101mph;TCDL-5.0paf;BCDL=50,51;h=25X;8=45X;1=241t;savedil;Cat. II;Exp C;Encl.,Gi18;MFRS(dlredierel)and GC ExtahOR2)040 to 3-0-0,I1"-0 to]-&12.Emetlm(21 78-12 to 37313,hall 3]313 to 39-11-0 zone;porch TeX examaid -0for members and fomes 8 MFRS for reactors shown; Wmlre,DOL-1.60 plate Gap DO1=1.60 3)PrONde adequate drainage to prevent water por llq. 4)This Wsa has been designed!fora 10.0 psf bottom c1NM INe load mnm unent Wth any other live Dads. 5)'This trlrms has been designed for alive load of 20.0,31 on the boXam chord!in NI areas Mere a rectimi 38 0 fall by 240 wide will fit between the bottom Mord and any other membem. e)Florida machari connection(by others)of truss to beating plate caped¢of efthsimMim 363111 uplift at Joint 1,255 to uplift at joint 10 add 647 Ib uplift at joint 14. Y wENNPIO.VMIy Mtlgn Pxe-N,, W NEED NOTES ON has AM NCLIpEO MI1EN a69IxMW PIOE1Pl4l)rev.mVNO\e BEPOMa3E CeW w1k11d ua WYwllm Mllatl:«mlv:fwx lmlv<kvlB'IkWMwYY Wa'1 Wlrnle\e¢91arvn.mN6ld mtrNlNtllld MNm mmpwrtnl.rot elrmayibm.Eelwe,ne,fire WtlYy OaYgw mlrsl vMN fine rF{YkMWN^ItlsY9,pa,n,elersaMln4M>�wr✓sole aM�tl9nlnb IM ovndl kaldkpretlpr w¢m9a dleOklopevenl MlWYpa1MM]W lmmwaDTN/w clxnd menlMnoNY nuvpsuou +-WaNM^^awnl lra Jp M k' k cfwgs leMmus, e"NeryaNlo pevenlcollgva wllhpa¢b Ml"0 , MANpq»M rw 9anad q.A�b�c Iegavlq Rn bpp4 PeM Ew BNtl. 11 kuMl.slgp3e.tlNvay,neclbnaN Macxg o\InrffiarrA Inrm Mla'n6 S✓MNWIVII GIINey CrlIM¢.DAd9apaCN wYJnpCwryvmenl aNely Irlwmotlon ovdR.is Yan Iu RCe pWIINe.11e H lee$Ileal.SlYle 312.PlexaNMi VAY1314. TNlpe,iL 9]610 doe Ton. truss Ttes MY. Pty ThecumeerlaM nf138fz 12096709 727 good Special Girder 1 1 Job Reference a 4ona1 BUMir,Composnl Supply, Jracsrnvilk,FL-32255, 8.110.Ail 132011.11 al lialtraaz,Ind. MW May 1515:08:07 2014 Paget IDx9nVlb&DsyW5220BiFLIryMue3dWYIPI51Ce AwWZy08u 045 Hw65HS_1f GDNE 40.2 ]892 1184 1]+13 2853 i 298-0 2840 358-05 �3991d 642 3810 3311 &1-8 s l e "I lis o- 9 &14 429 Eons.1711 SM= ].W 12 3 NAILED NAILED sI iN r ENE= NCILEO 5aft= zea 11 Zoo rt 4 NNLED4.10 NAILED NAILED NAILED NAILED ] NAILED NAILED 8 4 25 27 28 33 31 32 33 41r! 4 1 10 � eA d 15 1 % 31 13 38 .M 40 12 41 42 11 4x9= hID Mr2rall NAILED 46= NAILED NAILED 7x10=NAILED NAILED 94 11 NAILED Aide II NAILED NAILED NAKED NAILEN NAILED NAILED 78, 15212 22013. 2PEa 3a 3411-0 4612 ]E-0 8-10-I ]S3 62-IS 489 PlateOffeal Ii'D340-061115'050 Edd 1110'65- Etle i l 3'026 Q2-0I LOADING(psf) SPACING- 250 C51. Di In (b,) Vtlefl Ild PlATEB GRIP T.- 20.0 Plate Gtlp DOL 1.25 TO 0.95 Ved(LL) 0.21 1518 0870 240 Mr20 294/1811 TCOL 109 Umber DOL 1.25 BC O.B3 %ki -0.5012-13 X588 180 All 187/143 BCLL 0.0 ' Rep Stress Nv NO WB 0.85 Fbrz(TLj 0.08 1 Na We BCDL 10.0 Code FBC2014?PI2 7 Ma61x-MS Wight:195 lb FT=2036 LUMBEW BRACING, TOP CHORD area SP No.2'Except- TOPCHORD Structure weed sheMNng dreads spot or 1-10-0.pudlns. 46$8:2x4 SP SS BOTCHORD Rigid ceiling directly applied or 5-43 ac burNin, SOT CHORD got SP No.1'Except- MITsk recommends IM1at 51ab -and reguhetl codes bracing 1-14:2x4 SP Not pe inasled during trues erection,I..,.,d.nce vnN Stadlizer WEBS Bra SP NOS'Except- aiIId1latled ole. 513:2x4 SP Ni SLIDER Left 2x6 SP No.218-0,Right 2x8 SP No.21d0 REACTIONS. (I1fifieflet 1115438,10=169l 14=3325A)-5-8 MarHon, 1=128(L06) Max Uplift 1=321(LC a),10=306(1-0 8),14=841(LC 8) Merz G.1=315g-C 13),10=1697(LC 1),14=3325(LC 1) FORCES. Alb)-Max.GompRAex Ten.-All forces 250 gb)a less except wM1en shown. TOP CHORD 1-311-259341,s =-270362.45=1012138,58=-20481433,a-7=-35321]44, 7-8=353.!]45,510=-2495502 BOT CHORD 1-15=-255244,141 5=-10732 0 0,1314=48]95,12-13=-510/2588,11-12=-390/2086, 10-11952078 WEBS 315=4950,415=1501082,4-14.14281574,514=-2]81/632,5-13=3582882, 6-13=-12761404,612=-2441043.8-114297,7 12=]59/401,812=-34611607 NOTES 1)Undalanced at live loads have been considered for Nis design. 2)Wind:ASIDE 7-10,VOW 30ri(3 second gust)Vasd=101m in;TCDL:: i;BCDL=S.Op vi M1=25X;8=491:L=24ft;eevedft;Cat. ll;EV G;End.,GGd1413;MW FRS(aracllonal);patch left exposed;Lumber DOL=1.6D plate gold DOL-1,60 3)Pmvide actions.riming to prevaN water ponditg. 4)All pate.are MT20 plates unless oRlerwise indicated 5)This Wss Ilan been designed for a 10.0 pst bottom chi live load adocoa furan wiN AM other live loads. 6)'This truss has been designed too a live load of 200ps1 on the Bottom Nuoul in At areas whet.A rectangle 36 0 tall by 2-0-0 do will fit between the poftom chard and any other memlaem 7)Provide mechanical connection(by others)of Mae to lassoing plats capital of wilhedandllg 321 Ib uplift at joint 1,346 to udllll at tont 10 and 841 N uplift at joint 14. 8)'NAILED'Indicates 3-1 Ori(0.148"x3')or 342d(0.148'x3.25-)tae-nails per NOS gun lines. 9)Hanger(.)or other connection device(.)shag be provided suffiaent to suppon conceMm4sd Ioad(s)147 In down and 051e up at 358-15ontopoterd, The desigNseleclim o such connection device(s)is the ase arralbllltyof Milers. 10)In the LOAD CASE(S)section,loads applied to Ne lace of the truss are noted as front(F)or bade(B). LOAD CASE(S) Standard QW4wwwavmybYanpramNwe enANFAONa1ESsichle NOnnyurn Awns-r-suh Eund..-..lanhJ169EFOP = Dd9Q�vdYJ lw ux wAY Wlh MII�YP9conrrricn.Rhtlzd9n hLved wYY ayx�R.�ndlers Lwwn.aghkx an LrAUNAd IUMIFq canlx+lierli rut Ilrgs 14 �ad.11wdArlg i[r nl m�rsi vett" 1 . 4`tYcdMnY td.f4xmmxlevrdddn , hic non to MvllaMn MOXcuvor dad ddexYJ ® nit bhlc letlhl lYV 1M'w[g t Ih1w11rus wailaW/wclula memlxrs wYY. AMXllwnli IVUIIYaIItlonthe MdaJre MRek' t a h RwrnyS epY ear MdlNalldt V Irp¢wlln4 �i Lvro PrandMdalladd. fcl6Vllsd wAtiv dol ciorpoe pbM:alMl.ilaelpd. Wlvdly hn rnlb Aqa es i..11 A-Urdd10An 11 wH.W9-.Ya^a e(:fIWSq CemWnxA To It 11110 SalMyl lwmolbn Ndld#�+rt fiMe. ABN.t. Sheal.5uY1e 314 NrvmvAlo VA24J14. Telrpe.FL ]361. .Jab Tnws Truss Type Oy. Ply The Cumbellentl T11134612 264 16TOA T27 Rod Specbl Girder 1 1 Job Refaae to 'Pna) BMIEirg Component Bupgy, Jacluare,le,FL 32256. 8A10s Apr132017MITeklnbudne l. Mon May 1515de:012017 Pella 2 I0.x9nVlbMWVV 22081F61xyMue3 bGJYIMSfCebvOAW9b2yVBu8e0NxN 5HS 1I DNE LOAD CAM(S) Stantlertl 1)Dead♦Roof Lire(balancetl):Lumber Increase=1.25,Plate Increase--1.25 Unilorm Loads(pit) Vert 1-3=60,3,t,60,46=60,e-10=-60,16-20,20 Conwntreletl Loads(lb) Vart 8-101(9)13=66(13)12-66(B)11=-66(B)7=107(B)25=-107(B)26=107(8)27=-107(B)213=-101(13)29=107(8)30=-107(B)32-1 W(6)33=101(8) 34=-107(9)35=66(B)3f! (B)37-66(B)38=-88(9)39-66(B)40=66(B)41=66(B)42=-88(B)43=-149(13) Y WdaNNaYmry Omir, x HmvW PFJOHOTEe ON 1X61MU NCLYOfb MIEN a6EMMCE PIOEY)IAm.IOOXV1a9EILIIfaeC ceawo'M lwwrwYY'M M6eAficm�wlw.c llYstlu9{paDxvldayu�npwwnelersawwtdq aldm MAYLddtlpcwnFprcnl,ml I�syNem.Belae�ee.9¢WNM�p�W.WnkY mual veah IM q;lkdiM olaeaTrvmrelwsan6gcgwlYM�le IFYtlnb II¢ovadl wmlri9 aea9n.0OCYp IMkaleenMwe�ml a.waxnwna.wnlMWw.uN/w eida mammrswYv.Aeaxdw lemP�wmaPeaY.dWddd:ap MITeK aarwrsv+�enAaawomllnd.f to aeremowlmrW r,In+pomlew+w�e sarvmewroelvaamme.rd w�wpleerewa.n.a..l exa. a.ryrru�mmeo aYadY xom ew Rde rrswne.ale N.�esnew.vre ala.ue.wam.vnn314. r.�m.. IL axl4 s dAss yge . y m.Cuinswana n1134s13 CtoornA JoeRa Bron ap[YI I 1 JOb Re19le11Ce ,,nornall BUlaing nNrpawe is,,",...M.Ry2N Fun 3.1106 WF312n9RM'6110e Wy320P MRM IM IIc. MM LYy 151-112 rap ID.x9nVIbBIOsyW5220BIF51ryMue3 bH03UHN(ZySD'I60eft5reSNWN_OoOprne r pzGD11H 70-12 12610 /SSB ]31z 4-tt-u 2B-t4 s.3= Srak=1:33.8 a zW i2 14 13 4 �= zxa II 2 5 41fi o 2 Jyy l a t 9 1 0 1 86 II B h0 11 7812 550 ]al2 Fb12 Ra OX MYI- 116310 I LOADING NeqESPACING 2-0-0 C51. OEFL. in 710 >999 L 0 PlATE6 GMP TGLL 20.0 Gap DOL 1.25 TC Ob9 VedILL) 0.1) ]-10 >989 240 MT20 24M190 TCDL 100Der DOL 1.25 BC 0.61 VertTL) -0.21 ]-10 >866 180BOLL OA ' Stress Icor YES W8 0.25 Horz(IL) 005 1 Na NaBCDL 10.0 FB020141TPI200) Mabix-MS WNgM:e]Ib FT=20X LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing dirsely applied or 5-&90o purlins, except BOT CHORD 2 SP No.2 and vedietia, WEBS 2x4SP N0.3 SOTCHORD Rigid ceiling diredly applied or 666 oc bracing. SLIDER Left 2x6 SP No.21-6 0 REACTIONS. (INslze) 1=513N3-B,6Si3r65-e Max Hors 1=-106(LC 10) Max Uplift 1=-32(LC 12),fi=-3WLC 12) FORCES. 0b)-Max.Compfi xTen.-All fonces 250(Ab)orless excepl whenshown. TOPCHORD 1-9-3641420,38-81,3L-M BOT CHORD 610=-4341598,]-10=-029/542,&]=629/542 WEBS 37 521/344,4�-Irrft ,1-8=-292/355,1-11=-252239,611=-493135]. 2-11=-6261414 NOTES 1)Unpala .ix!roof INe loads Have bean mrsldered for hH design. 2)Wind:ASCE 7-10;Vul1=1 Wanph(3-second gust)Vasd=101mph;TGDL=50pa1;BCDL=5.Ops1;h=2511:8=4511;L=241t;1ave=4R,Cat. IX Exp C;End,GCpi=0.16;MWFRS(diectionat)and!C-C Exledor(2)O4 OIo 30-0,In6alor(l)3-0.0 to 7-&12,EHedon(2)7-6-12 to 10-6-12.Intedor(t)12A10 to 15-3-12 zer e;porch left amt right axpostrIC C for members and wrcea A~RS for reactions shmm;Lumber DOL=1.60 plate gdp 301=1.60 3)Prwe,adequate drainage to prevent water ponding. 4)The buss has Dawn designed for a 100 pet bohem cflord INe lead nonconeuRent Min any other IIVe leads. 5)-This truss has been designed for a live load of Moist on the Doftom chord in aW areas where a rectangle 36-0tail by 2-0-0 Wits will fit belwaan the WUm CMId and any ower members. 6)Provide mechanical wnnecNon(by others)d truss to beaNlg plate capable of WthslaMing 3M to l Aift M relit 1 arM 384 to uplift at )ant 6. Aw ya n DWTESIXIiM AWN LUDM NCEVAGEM74MA I00LA5 eE L§YyiVtldl. rY MIIeM xilrYdsL{In htr�wtlorYul [ rm.arrvl Manan FJ"WJnt broom d,enl,ml spas. Bef ../trot Agrlesl(- 1muS vrMYlne 4%MdYA1N IenoM .1 YMM�1a 91H M1lo ryp owl k�ilw�ler�wle]Mia M�hYn oMbM aa,'ll a"anallli`�"w�Us e,.p." , Ira WMva,M, :NIM re„1dJre M ek' rMk:alkn.d ooe lleoly.Nmecycn aro aortami reeAaU,IVR 6n M/..W.aM losa 3ugn2 eonporwnn OIw F.n Etl BYa. 3yMy w,owai ta U.M1an Irru Pole HtlMa RIB N Lee Uwe,Sxle 312.NeNN11 VRY1a14. iairye.FL 33310 a sT.Type N Ply 'he cunoseam Tln3aela IEWBTOP T2B RmISpxMI Job Reference o lonsl BYNlry eolrymue sr{ Jrveyerne F13Y255 Run s110s Mm 9120 Pont 6.110aMay 620MnM IrAu91 IZ Mm EM'1518:1503E01] FeW O:x9nVlbMDSyW522OBIFbl e3 hNial6sUE118mkEk0bCxy5auLIW620LpHLBCEGOEs 7&12 __.--__-__. _ _ 1.4-1-12 15�SB FB-02 - 6-i0 b312 586= State 133.0 3 ].W 12 13 4 12 B8- 2N 11 Areai 4 B 2 B 1 1 1¢ 10 ] T8 n 284 /IfiB ]842 558 812 Y842 PI aOflseM(%Y1- ft'03-40481 LOADING(ps0 SPACING 2-0.0 CSI. Di n Qac) Vde8 1/d PLATES GRIP TCLL 20.0 Plate Gip DOL 1.25 TC 090 Ven(LL) 0.18 7-10 x999 240 W20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.59 Vai 4).23 7-10 x303 180 BCLL B.B ' Rep Stmss Mor YES WB 0.25 Horz(rL) 0.05 1 IVa Ne SCDL 10.0 Cod, FBC2014]RPI200] Mablx-MS Wri 841E FT=Ms LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORO Stn¢Iurel wand shea0ling directly applied or S4-t0 or,pudins, BOT CHORD 2x4 SP hi 2 except end veNcele. WEBS 2x4 SP No.3 BOTOHORD Rigid,ceiling directly applied,or 686 oc bradng. SLIDER Left 2e,SP Na215-I) REACTIONS (Ib'size) 1=613O3A,E613m-SA Max HorE 1=-11]ILC 10) Mex UMI81=3]6(LC 12),6-380(LG 12) FORCES. (a)-Max.Comp.Mlax.Ten.-All force5250(Ib)or Nss except when spawn. TOP CHORD 1-9-368/428,3'9-]i]/]B3,&4=-]OBr184 BOT CHORD 510=-0031512.]-10=-582/538.6-7-592/531I WEBS 37=-5131337,48=-792A43.1-0=-2BN358,1-11=-256l 0-1 1-somixf, 2-11=A38r419 NOTES 1)UMalanced mol live loads have been consid,ared for this design. 2)Wind ASCE]-10;Vut=130d,h(&secold gust)Veal 01 mph:TOD1-5.0i BCDL_SDpsi;h=25ib 8=458;L441f, Cat. II;Eap C;End.,GCpI=0.10;MFRS Slrectloo ig aid C-C Extenor(2)0.00 to 3 0A,Inte0or(1)340 to 7-8-12,Ededorl2)7A-12 to 10A-12.Intermit) to 153-12 zone:porde left and right e>grosial for members and fomes aMFRS for.,if. sllowl;Wmbx DOL=1(10 plate grip DOL=1.60 3)Provide adequate dralnage to prevent wsler ponding. 4)This Wes has been designed for a 10.0 at borcan cndN live load nonconcurrellt set any other live loads. 5)"This were has been designed,for a live load of 20.Opsf on the Cotten chord,In all al where a damage 380 tell by2-0.0 wltle will in between Ne bottom chord and airy miler members. 6)Provide mechanical lion(by offand)of Mss to hearing ing plate capable of withstanding 10)Ib uplift at IoIM(3)except(n=lb) 1=3]6,6-380. Q w4RMNa'y-.r4Y.M vh lea MAfAPIpTES CN IWa4NO wCLWEe MEx PffLMNCE MOE,IM1)4Am.10OYNI5 aEPoMUSE .i,- ue, va oNYvth MIesy;M vlda.1.-aw kLrstl MYWw1?^Imlm NawR m[Ihlw In MNQ1tl E"slvvv,.,a Ianl,rot 11tm ,f,amBelore ue,IM Glkhptle9pe1 m1M wOry IM 9G1'-v4lklryul JeYanpaanelenm]rygmlrymk�cu ole Mk tl 4}nlnlolMovalYl Wqq WLL2l1. BacVp Yldetlletlhto gevenl Lucpllq olle]NkAaY PlmwebaN/ol JnlR memtwn wYY- nwolpxgymO4lennmeel[recite htlwav+leWlee lolaMlyad wwew�l ealmre wmml el>al*alla llalry�a.lwweav mmwe. rw uel.ar al ole me MI eK Nbtolbn.YoleRrt.lYlleerv.ele=nmml[x«kro of lmpezmtllnmiylemi me.Wsl/Rn OuaYlyemMa.wed9aq aeslwMllgeomlbrnlM sena wand EM few fMly earraXtn-=...Inm NOMhunfra RIBN..Alae'ar"119.Nee�YSIa,VRY1J14. Telrya FL 33810 Job Thu. 7- russ Type Oy Ply The Cumbenme 711134815 12098TOA T30 Cannon TOL 'red!Gable 1 1 Job Rel9rewefo 'onell BuidinO Compwnn[Supgly, JaCkeenYllk,FL 32256. 8 1106 Fp1320T]MiTaklneP I Mon May 1515:05:09 Pedal O:xVlbefOryW50SIFOIryMw3TeRMMBgHBiKG?bWMREIPOPDNZGD N ]992 1662 ]Al2 ]&12 54- 7 .2-] 6 2 ]m FU 9 5 10 4 u 3 12 13 1 �6 N4= sa 23 22 21 20 19 13 17 12 15 14 N4_ 115. Is" _ LOADING(pa!) SPACING 2 0-0 Cu. DEFL n (Ia:) Udell UO PLATES GRIP TOLL 20.0 Plate Ddp DOL 1.25 TC 064 VemU-) her - We 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC OJM VemTL) Na - We 999 SCLL 0.0 ' Rep Stress Inch YES WB of Horz(R) 0,00 13 Ne Ne BCDL 10.0 Coce FBC2014/TP1200] Wwx-S Weght B]Ib 7=20Ye UUMBER- BRACING- TOPCHORD 2x4 SP Not TOP CHORD ShuotulN wootl sheamirg directly applied or FOO oe pulllns. BOT CHORD 2x4SPNo2 BOTCHORD Rigid seillig classify al or 10000,bhang, OTHERS 2x4 SP No 3 War recommends that Stebillzers aid requires cross b2Gug be installed curing buss eremmn,in eccodance wllh StaNll2er ns allmonduice REACTIONS. All bearings 15-59. (bj- Max Hgrz 1=-130(LC W) Mex Upllfl All reactio0160rbor N)o1M(5)1,13,20,21,22,2d 24,18,17,16,15,14 Merz Grav All reac8ons 25016 or lase MIoiM(s)1,13,19,20,21,22,23,24,18,19,16,15,14 FORCES. Alb)-Max CompJMax Ten.-All fomes 250(Ib)ar leas except when shown, NOTES 1)Uninitiated had Ilve loess haws been considered for this cesgn. 2)Wind ASCE 7-1 P,VUIk130mph(3-second gust)Vast=101 mph;TCDLS.Opsf;BCDL=SOpsl;h=2511:B--15ft;L=2411 esus=2ft;Cat. 11;Elm C;End.,GCp1,().18;MFRS(directional)and C-C Carol 660 to 3-0 0,ENetla(2)30-010 76-12.Comer(3)76-12 to 16612 zongGC for members and is.&MFRS for random shown;Lumber DOL=160 plate grip DOL=1.B0 3)Tmssdeaignedforwindloacslnmeplmeof Xletm Wan .. Fw SWu expcaedto Y4nd(normNtoMelace),see St adlndWay Gable End Details as applicable,or consult c,"ified building test ea as par ANSi,TPI t. 4)A]plates are 2x4 W20 unless Uthenwse Intimated. 5)Cable requires sonorous bottom Omni bearing. 6)Gable stow spaced at 1-4 0 oc. 7)This tmss has been designed lar a 10.0 psi Whom chord We land nonconcurranl Win any other We leads. 8)'ThIs Voss has been cesgned for a Alva lead M 20.0psl On the bottom chord in all areas where a rebari le 3-6-0 all by 2-()-0 wide Will M belxaen the bon.chord and in,other members. 9)Provitle metlmnical comectlon(by others)of more I0 bearing plate capable 01 annitaneirg IN lb uplift afterlife)1,13,2G 21,22, 23,24,18,17,16,15,14. A wIIINMa-V='%4aWn Pmmww'�snCNEAO NJtE9 eN 1w ANe NCLWEOYIENaFSEaANLE PA4Ee1F1 f;7.YRYd/baEfeflEVae WATIWphx�m WV WIn IXIek®wnu_XV:BCnGY�k tlMYaN" If%aanalnrsCmwn.aW kl«m MhLnl4ltltly e«M«enl.wtl naniwyskm.Bel«e�.IMblkwgtleLL,{ip�musl v«IIy1MgxMntllNoldenp�paumelenaM goFenY lrc«W�ole Xwdetlamlo rile ov« s r aacn9rdemadbmlrevenllaxkWp l[vFT�uN mffi'nenaJl«ai«d memtiaR«wv. nealwirn l«armmNmac�n ml.¢lep MTek' ndwori�equl�ed MdaFANaMbgavenlroMpa w9hlx�e�nmM Fkm'aapM�eM WnWe1«9«�an1P�e�eg«d4 Xw a9p{Pe�ke EW BM4. dNxalbn ilaale.�kvery.mxtnu'tl dacYp ollnass iyalem;feMM5VW10itlNeXlaiC.VM-a9 VAaeLGWpCwnWmnl is ,FL 33610 SaINytNamaXm wdklMe M1am trim%uk lnXMe.R1BN lee 5hee1.9M312 Ne[JM.VP 22311. ^Vn ',.dob Trlas TransTrp• ON. Py The Cunbedand I Tl 1134616 �12846TOA T36 Voll% 1 1 Job Pa a anal'(options) BMldirq Component Supply, Jecksom111e,FL 32256, 0.1100 Aprt32ot]MiTal'OhNusnies ince Mon gWpm)b96:10201] Page I GDNB ID>enVlEelOsyW5220BIFbIzyMue3�Of!M1NOiy]%BmwVgj6bgWpu%vBpKLIFgeNZOONB 4btz I B1b ' balz Lo12 ' Sol 1,11.1 4. 1' ].[O F12 2 rl 0 d 6 5 4 'da ll 2NI 11 'M If 068 840 Pole Ofheb(%Y)-- 13'000 O1 LORDING(ped) SPACING- 2-00 CSL DEFL In 0.) Waft IW PLATES GRIP TCU- 20.0 Plate Gdp DOL 1.25 TC 0.28 VeNLL) Na - Na 889 MT20 244/190 TGDL 10.0 LM.ber DOL 1.25 BC 0.21 Vad1TL) Na - Na 999 BGLL 0.0 ' Rep Stress lna YES WB 0.17 HorzQL) O.Oo 4 Na Na BGDL 10.0 Code FBG201MPI2oW MNdx-R Weight:461E FT=20% LUMBER, BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Slrudurel Good slreetheng directly applied or 0.0 oc pudlra. BOTCHORD 2x4 SP No.2 except and verticals. WEBS 2x4 SP No3 BOTCHORD Rigid celllrp dlredly applied or 1O0-0 oc breamg. OTHERS 2x4 SP No.3 MITex recommawe that Steblli25m and required crass braclllp be InstalleddldHuss erection,In accordance Who Sbbillmr Instals Ion guide REACTIONS. (1Wslze) 6=15018-1-8,4=149/6-1-e,5=32&8-1-8 Max Hou 6=-65(LC 10) Max Uplift 6=-]0(LC 12),4=-]0(LC 12),5=24(LC 12) Max G.6=190(LC 16),4=190(LC 1]),5,12](LC 19) FORCES. (lb)-Mev.Comp.I Tart-Nl forc.5250(t0)or less except Goren Shown. NOTES 1)U116913n ad roof Iive loads Faye baen wnsidere l for the design. 2)Wird:ASCE]-10;Vu1b130mp11(3-second goat)Vasd=W tmph;TCD"0psf;BCDL=S.Opsf;N,2511;BdSn; --246;eays=4n;Gat. II;Exp C;E L,GCpi�.18;MFRS(dlexhora)ant C-C Exbdor(2)0-142 to 3-1-12,Inledor(1)31-1210 4-0-12,Exbdor(2) 4-012 to]-012 zone;C C for members and forces&MW FRS for reactions Gloom;Lumber D01-1.60 plate grip DO1-=1.60 3)Gad.Nolte s continuous bona.chord bearing. 4)4Js trues has been designed for a 10.0 PGI banner CMrd Iive load nwwlr4meni wins any other Iive bads. 5)'This teas has been designed fora Iive load of 20.Opd on Ne bosom dlora In all areas Gfiere a 1 Ngle 3&O Fall by 2O0 Gide Will fit between the boom chlord and any other members,atlh BCDL=I0.Opsf. 6)Provide mef anicai connectlon(by othere)of trues to banding plate capable of wilhstanding 10010 uplift aNngs)S4,5. �M4RMNarvllyM}npvm,M�eW aFAa MOIF9 PYlrIa.Wa NGLVa[LYnEN a6FNINLE PRYE4�14Am.14aVAI69ETY6EY.E is 4a�Wtl1«ise«YYNiIn l.Nla cwreclors.�MdetlPnkMmIaYY WYr,M«aelersnwm.mtlklwm MM9/al b.IkMp c«nrraenl.,pi Mmiyelwn Pelwe use,Ilse dMMpdmb,m1n vwlN iMryMkdYINo1`1eL014*Nwllelasgtl PwpnYia'�waoM Xt�.tla,'nlo Ma oYeltll aadae e«qn.Buen9latlkrnaeklw«r . 1LvxMFg o111aMdW mmweb«iei«onto mamb.rs«4v. walloaa remw«v«1tl Pwmwlem amre MITek' kywo{5repieOlw GdMllYatllo pevenicNlNa Mm WssLllecemtlLGiYw✓IqccellYdon[@e.iw yer,eM gLL]awe le9adg np SDI PVM1S EM BNO. WvkNM Aww3^.tlelNery,erxlbn aMol.. 'Flfl lee." tle111,G oncooltlNnIIxp.IIY-a9 aMBCL&ggCgnponxa Tenpe.FL 39610 Ed MY IMwmWY.r aAaLie pwn b�RYle InbIM11e.21aN ire Sd�1.911e]ll Nuiudila.VRYLJII. Job T. Tm6a TYPe Oryx Ply TM Cumbellend 481] 1204BTOA T37 Va4eY 1 1 Job Relxerxe((optimal BNldinp CwnponeM Supply, Jecksomilk,FL-32255, W61 OBFbI,MI7MBeklydastrira7TaWD12?TFu596:f120RMDN IDeenVIb3108,14 BIFbIryPAue3-U1Z3emicIR12N]ThO0tluB12]TFumWVkOVOBRSZGDNA 4612 &tb 4612 4612 Sal=13.5 11 7.0)FIT B S 10 u n 2" II ] 3 1 d 611 s 12 42W 11 2x4 II O4I 8"LB 8"1"9 Pete Oft MY) P�Di 01 _ LOAgNG(psq SPACING- 2-p0 Cu. DEE In (bc) WWI Lb PLATES GRIP TGLL 20.0 Plate Onp DOL 1.25 TC 021 Ven(LL) TJa - Ne 999 Mi20 244/190 TCDL - 10.0 Lumber DOL 1.25 BC 0.17 Ved(TL) Na - we 999 BCLL 0.0 ' Rep Stress Inv YES WB D.12 HOR(TL) 0.00 4 Ne We BCDL 10.0 Cade FBG201' /TPI2007 Matrix-R Weight 421b FT=MA LUMBER- BRACING- TOPCHORD 2el SP No.2 TOPOHORD Stmdural Wooed sheahing directly applied or 660 ap HIM, BOT CHORD 2xd SP No.2 except end verticals. WEBS 2x4SP No.3 BOT CHORD Rigid telling directly applied or 10-0-0 a bracing. OTHERS 2x4 SP No.3 MITek recommends that Sfabili,are Wed required wove bracIN ba inNalled durIN buss erection,In aadlanco With Sfeblllmr Installation guide REACTIONS. HWaZe) 8=15YB-18,d=15&S1-B,SN2N&1A Max Hort f 65(LC 10) Max UpIN6 72(LC 12),4-72(LC 121,5=-21(LC 12) Max G.a:il W(LC 1),4=1 WILC 1),5=39&(LC 18) FORCES. (11h) Max Comp.MWc Ten-Ail braes 2511 gb)aleesexcept Wfien Oloso. NOTES 1)Unbalanced hoof Ilya loads heir been considered for hile design. 2)Wird:ASCE 7-10;Vull=1 Wmph(3eaond gust)VisiOlmM TCDI=SOpW;BCD"Opsf;h=2511; 3451t;L24R eeve=4tt;Cat. II;Exp C;Enel.,GGp".18:MW FRS(directional)and C-C Ederor(2)0-1-12 to 31-12,lot enor(1)3-1-12 b 4 612,Etledor(2) 4412 to 7-D 12 mne;6C for members and tomes 8 MW FRS for osanna shown;Wmter DOL-LW plate grip D0L1.60 3)GWA.beef.continuous beflore diel beadle. 4)This time has been designrd[or a 100 psi bottom axod live bad rloneencunent With any rifler live loads. 5)'This truss has been designed for a live bad of 20.OpW on the hogom diol In all areas Mere a rectangle 36.0 fall by 2-0-0 Wide Mp M between the better,chol and any other members,With BOOL=10 opal, 6)Prealca mecbanloal connection(by others)Of truss to bearing plate capable of Wlthstare ing 100 to uplift M)olri S4,5. A W4 - ry e¢p pu aFAe Ol•ES e1 FH5TNOWLLUe EFEa4N )n - 69YN FONE L SYjn WM 4 NMI Me INsde9�natw.vrc]orY4rlS 0 N WY M . nl eel"e Ixwrrgdud6�. a nhll'em,na4,ra m r ,xn �, n,kaa1 - ° MITek we�eaesq.. a hek ledala - m�N�olwhuw.mro bi 1..1.e orvv. a1 r ry _. �a•.ru.o-lm 1 aawgs a#Ied Me12MXYaN1 Icdlgx wlmw�ve rerwwe aopeM as _ro,gra aux �rarm m�, ar4 BdneEm eua. (cW'llbt Lwae.dMMxy snmm[Iba:Ygollrueesab Mm Mltvni seAH51/IPII CwIhC DSB a9 arM eCS ruMxq Coriponanr Terrpe,FL 3ffile Waxed" mllm avtlttle ran LuoFMe MFMe.21a N.Lee51ree1.911e JI2 NevxuM VAY13 E. - Job Tmss Trull Tyree PIY The Cvnbariantl T1113 818 12a46TOA Ent Vail, 1 Job Pale ence Io00one11 Buldirg Component Supply. Jaokmnvl1M,FL-32256, 8.110a AP132017MITeklneu in ,Inc. Mon Maylblb:06:112017Pege1 ID:x VIbMf WS220BIFbhyMw3UlZ3amigWWT11WduB120mFulWSIMOBRS ONA 4092 ela Lal2 4o-12 Scale 1M.s 4s ].ee 12 9 9 Z w 9U It 1l II 9 1 A 6 4 411 a,<4 I a4 I 91e 010 Plars,DnsNs(XYI- 13'0-0-00-0 I LOADING(pelf SPACING 2-00 CSL DEFL M (hoc) Web LPo PLATES GRIP TOLL 20.0 Plate SInp DOL 125 TO 019 Ved(LL) rVa - Ne 988 MT20 24G19D TCDL 10.0 Lumber DOL 1.25 BG 0.14 Ven(TL) red - we 999 BULL 0.0 ' Rep Stress Inv YES WE 009 Hvz(TL) 0.00 4 We Na BCDL 10.0 Code FBG2014BPI2m7 Matrix-fl Weight 3810 FT 2M LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Stmdund mod shenthina directly applied or 6-00 oc andins, BOT CHORD 2x4 BE No 2 except add veNcals. WEBS 2x4 SP No 3 BOTOHORD Rigid ceiling directly applied or 10,04)oc bracing. OTHERS 2x4 SP No.3 MITek recommends that Stabilizers antl required vols bredng be Installed during tmss eredou,In aam m Will Stabilizer Installation Ode REACTIONS. gWaize) 8=159/8-1-8,4=159/8-16,5=305/8-1-e Max Hmz 6=-65(LC 10) Max Upllfl E—75(LC 12),4=-05(LC 12),5=15(LC 12) FORCES, (Ib)-Max.Comp.Ma Ten,-Alltolcea250(lb)MlessexceptwTenshown. NOTES 1)Unintended roof her loads have been wraideraer far this design. 2)Wind ASCE 7-1Q Vu1L130mph(35econd goat)Vaed=t Olnph;TCDL=5 Gpsf;BCDL=5 past,h=25X;B 5R,L=24n;eava=4ti;Cat. 11;EV C;End,GCpi=0.18;MFRS(diredlo im ell C-C FiletloR2)0-1-12 to 31-12,IMedorll)3-1-12 to 4012,EMena(2) 4012 to 7-012 zone;C C for members and forces A MFRS for reactions show;Lumber DO[--1.6)plate grip DOL-1.80 3)Gale requires continuous nonan chord bsanlp. 4)This tnss has been designed tar a 10.0 psf bodmn chard lose load nomemnenent With any dither live loads. 5)'This truss les been designed for a Ore load df 20.Opsl on Ile bottom dlnrd In all era's wle,e a reclmgl.36O1,61 by 2-D-0 Wde III Ill betod en the bonen acrd and any other members. 6)Provide mechanical connection(by others)of trues to bearing plate capable of Withstanding 100 lb uplift at Ioinnse 6,4,5. Q lot X---YMxrlelxnryuruM'=ffil XOIFB eX1He ANO WLLWEO—KREPIFRZCEIAOE-74"; laffiAI6 aE£OPE IKE nslT Wk11p u¢epiyµlN Mlek9 coMittlMs.RA�Ya,6�etlaYYupm waarelas Yuw[agh(vmkxxuM.sihltlxpccmGMm1 rot ea.mlrm_aerMa Me.IrewMre K.YdMv m�rtl nnlre�wlkaElnolee.U�emaneleea�d woven ncapMale xeaaw�xne hieovMMl dYR9dsYd[ RUCIp IMcandhlo wevenl bxMM1A M11FBvkAxf auswebatllMCWdmemb wYY.Ptl:lWwvel lamweaYad MmM1renl MocT9 MRe ' hawan�amNen lM.mamyaia lowa'+anleal�wmpo�xa l>a�dkWry and ww>adv aamme. lor9ariaa 9MdaWore9aare ne uo42en.c„�. Wok:rossoware.WveN.e+ecllcn m]Mo[:BgMM�se-mersl, 2bmnv�NI VA22314x Da&4>aM KTWMpCon'QonM Te�rye,11.,a SWhyypmM1lgn mnyktYe M1�xn Lie[%aleLuxMe.PIB N.Iae Neel,9ile J12 AM[mOW VPRP31l. Job Truss Those Type any, Fry Tire Cumbeaana nn3lele 12048TOA T39 Ven, i t E R flearroup motonaft Building Component Supply. Jackwnville,FL-32256. 3.110s Apr I GR WMoahyeem_r Pap t ID:OnVIb80W0BFblgMu3.yD7ROIEUIm8tt07)F0MDYckOFZ91 ¢GDNB wz bud 4 o-tz aoaz 6m. 1:27 xs II 700 12 B 0 0 w it 2M If, 7 3 ufI 6 :{ 6 5 4N4 1 2sA 11 a4 11 e'1'B 0-1 8 Plate OB DCVI- [30-0[)C-1)01 LOADING(psQ SPACING 2-00 CSI. DEFL in floc) Weft Lad PLATES GRIP TM 20.0 Plate Gnp DOL 1.25 TC 0.10 VeafLL) he - Na 999 W20 244100 TCDL 10.0 Lobster DOL 1.25 BC 0.14 VeaITL) ma - Na Off BCLL 00 ' Rep Stress Ina YES WB 0.07 Hoa(TL) 0.00 4 Na Ne BCOL 10.0 Code FBC2014TPI200) MaraaR Weight:30lb FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPOHORD SWMral y.and sheathing directly applied or 6-0O Oc fortune, BOT CHORD 2x4SPNo.2 except and yhfimws. WEBS 2x4 SP No.3 BOT CHORD Rigid rating arridly applied or 1O0-0 o0 bradrq. OTHERS Saar SP N0.3 MlTek recommeMs that 51aDllizem ant required cross brechg W klstalled duMg truss eadion,in acc0rtlence I h St:gbdr In regagOn wants. REACTIONS. (IOlsuze) X185/0-1E,4=1&461-0,5�9N0-1E Max Hoa 8=d5(LC 10) Mex Uplift =-ng-C 12),4=A(LC 121,5=40(LC 12) FORCES. gb)-Max.Comp.Mtax.Ten.-All fomes 250(Ib)or lass except When an... NOTES 1)UMLarwetl root foss loads have been consideree for this design. 2)Wild:ASCE 7-10:Vufi=130mph(3-wond gust)Vasd=101 mph,TCDL=5Opst;BCDL=SD Ff.h=25g;13=45f1;"4a;eavewu;Cal. 11;Exp C;End..GCp-�.10;MFRS(directional)and C-C Ederlor(2)61-1210 3-1-12,Ioteaor(1)61-12 to 4-612,Exurmr(2) 4-0-12 to]-0-12 zone;C-C for members and tomes A MFRS for raedi0ns shown;Dlmbar D0IL1 80 plate gap DOb1.60 3)Debts requires continuous Wam chord Wang. 4)The truss has been designed for a 100 psi bonds chord IWa bad mncormu ent FOR any other live loads. 5)`Thb Imae has Duan designed tore We load 0120.011 On re baths dmol n ell areas Wiesen a mats gib 39.0 far by 2-00 older Of fit Wonsan the botlan chore and any other members. 6)Provide mechanical mnneWon(by order)of truss to Wan ng plate capade of vnrstardkg 100lb uplift at lolnt(s)e,4,5. wPRNMfi-xenxy Mtlan px¢i —F,,e aElO NaffECN 11x5 AMO MCLYOFO M/Ex eNHixXCE IIef16)N m.Iaaaw"IEfOIIE. .sato w.la uses 1.1MII�1 os mltlMO M dMlrp cdn '..ml sem ayLem.aside see,iM WMp tlaFgve o,u,F! MIetNICWfHo1 caudo n—r-. ,seYM.wnbole Mh IX+LLan 1.InswmL °IyMlrmayr. Nmxq Facrnedew(xevxtlweJaanorXtlMGYx lnmweb W/w clweamelMnsaYx a7<MlMxul lemWayaq{cnmleM Decay IBk• kW/gseeaRetl\u akHllYaHlo peuaJCMg804Me P>s�eFeleMW hkrYadpcCellYdan�e.Fagenad gJdas' repmaq RS pe00 Peme Eetl eof LMrye.dY.eeaclbnIXq Iv¢fgo\Ormae0Y111em M1®n.®aV1L/MI WtlIN CMMa.Ua5d9adaCN euEawpeoeepwwnl Mly IIMnMIM mv1mIBYMn Blmfloei xulfi�M.218 N.lee Sheat AIN.11 R.Nexmllla VPRRIII. iarrye,FL]3610 Job Tiles T.Twee Ohy, ply The CumbenaN 711134820 12046TOA T40 Vail" 1 1 Job W17 Optam.) Builtlinp Componem Slypty, JGokedrville,FL-32258, 8.110a Apr 13BfFb&y W3-WgNy xibdudri Wd4M0aM Nei:0 ?TNIfT ONS Dc9nVlbelOryW 6220BIFMryMua3�0Ogq?HkeF2rmdItl4VMAG58MN2ZILC9?T WIW KZODNe 40.12 B 18 40.12 40.12 3nab=1222 ,B6 11 2 7= 12 a e m zw T II 9 3 1 �b B aw II 2x4 II 2x4 11 ate 61b Fees 011aels lXYF 13000 I LOADING(pati) SPACING- 2-00 CSI. DEFL In Qac) Vdeft Utl PLATES GRIP TC, 2p.0 PIINa Gcp DOL 125 TG 0.18 Ved(LL) rVe - Na 900 MT20 244/190 TCUL 10.0 LMnber DOL 125 BC 0.19 Ved(LL) Na - Na 899 BGLL 0.0 ' Rep Sleess Ylcr YES WB D.W Holz(T-) 0.00 4 Na Na BCDL 10.0 Code FBC201GFPb200] M.M.11 Weight:321E FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheeting drectty applied or 6-0-0oc pumne, BOT CHORD 2x4 SP No 2 except end varMader. WEBS 2x4 SP No 3 BOTCHORD Rigid celling cleanly applied or 10O,D ata bracing. OTHERS 2x4 SP No.3 MITek recommends that Slabillzers antl regMretl cross bladng be installed during table erection,In aaormnca eilM1 Slabllizeh ns alleton alae REACTIONS. (INsize) �161M3-18,4=1Bfl/e-16,5=250/8-1-0 Max Fora 6=65(-C 10) Max Uplift 6=6](-C 12),4=0)(LC 12) FORCES (Ib)-Max.Gomp.IMax.Tem.-All forces 250 Qb)or less except when shovm. NOTES 1)Unbalanced hoof live loads have been consicerad for this design. 2)Wield:ASCE 7-10;Vdt=130mph(3-Second gust)Vasil=101 mph;TCDL=501re1;BODL�CoaC Ie25ft;B=45ft;L-24ft;eav ft;Cat II;Exp C;End.,GOp".10:MFRS(diredioral)aM C-C ENellor(2)0-1-12 to 3-1-12,Interim(t)e-1-12 to 4-042,Eeedor(2) 4 612 to 7-0-12 m11e;C-C for members and tomes&MFRS for reactions slao.;Lumber DOL-Tffl plate gap DOL-Tao 3)Gable requires contlnuous bottom chord bab ing. 4)This truss hes bean dealgnec for a 10.0 pat Bolam chard live lad novo moment win any other live bads. 5)'Tllislus3Yas Leen deslghou We a live loud d 2o.Opd on Ne Waren chord in all areas Mere a Iectargie 36-0 tall by 2-00 aide Wit fit belween Me bottom tabard and an,.ther members. e)Provide mechanirel connection(by ohms)of Wee to beefing plate capable of wlhstardirg 1 W to uplift at jdm(s)6,4. Q eAIWNaVVXy4ewanpv�MaxaM6E4p NOrE90N 1M5 AND MCLYafb MIEN aLTEFxaC[IAOEIP1IAm.la0A1aer BEFOBEY9E CefT db lw�aYYw416MI1M cauwclan akda6p'rkMxdaYYaF�n Wwaa\ersY,w.n.Wlklwm MMQM GIdq mmPorenl.roti V�a]sbin.�Iwams.4re dadetla9gelmulvaWllagNlcdiNoltlaLL�rpam,elersubl=rgRaYM Wxole M8 Ceg3nlnrulMovatll { k' � pllUlp M1Lpr. a24plgcaledkbpaw111 tu9TV dIrtlYMWlnmweb W/a tln�tlmww�rycwleaa .Nktlllwrd 2mF*"'•W ala Oemurenl[racYq MIrV k Rwa(.iMJM MSMLiNaM bme'rer9col�e Mmly.LMa�m 9 NwmtlpwaMmm�a.fw�naal g,W.nce re9ordr9lrw. 6004 PaFL0rke EW3361oWd 12dcpryn ylwp},tlpNgy.ereclkngq bOclgo\Lamasaq Mmryslemc�kfllRnl fNMN adMx.a6Bdeatl BCSI4rMnPr%orrW+Mra 9gNy IMmmXon wd21e6om FiR Pae xMlula.Rle N lee Sbee1.5WM]IR,OlerraMh VA2Rd1<. iemx. Job Trvss Truss Type Oly, ply The Cumberland T1113482f 128<BTOA T41 Valley 1 1 Job Reemrce oml Belding Central amply, Jacksonille,Fit-32258, 3.110e0pr132b17MlTeklndwtna4lre. Man May1515:05:13201T Father Ip}WnVID8Ka,WaasoGFblryMue3-0Ogg4SksF2 4Jd4V11MaM3 ZBLC3iTNIWK DNS Ni 849 4612 4012 scale-1:1]6 46 I 2 T 00 12 8 8 6 II 3 LJ ld 4 yq. Zia II z.4. e>e bib LOADING goal SPACING- 2-60 C&. DEFL In (loc) Wag _AJ PLATES GRIP TCLL 20.0 Plea Gdp DOL 1.25 TO 626 Ved(LL) Ne - We 999 MT20 244/190 TOOL W.0 lumbar DOL 1.25 BC 0.15 Veh(TL) n/e - we 999 BOLL 0.0 ' flap Stress Mr YES WB 0.01 Hora(TL) 0.00 3 Ve we BGDL 10.0 Code FBC201,VTP@OW MaMx-P Weight 20 lb FT=2096 LU111i BRACING- TOPCHORD 2x4 SP Ne.2 TOPCHORD Structural eased sheatNng directly settletl or660 oc pup., BOT CHORD 2x4 SP Not BOT CHORD Rigid calling direcllyapplied or 100-0.h ss in9. OTHERS 2x4 SP No.3 MiTek recommend.that Stowell s and required meas bradng be installed 64drg tensa ereolon,In accordance With SWAll2er handled. ulde REACTIONS. 11Nses) 1=159/8-1-e,3=159/8-id,4290/e-1-6 Max Herz 1-E3(LC 10) Max Uplift 1=42(LC 12),3=62(-C 12),4=36(LC 12) FORCES. 11b)-Max.Comp.TAax.Ten.-All Imre.250116)w les.recapt M..shown. NOTES 1)Unbalanced roof ties loads have been considered for this design. 2)Wind ABLE]-16 VWt=130men(3-second gust)Vasd=101 mph;TCDL-S.Opsl;BCDL=SDpsf;825X;8=451k 1=24f;eava=48;Cat 11;Ery O;Encl.,GCpi-9.18;MW FRS(diractiwwp and C C Eaedog2)0-3-2 to 332,Intima )33-2 to 4-012,Extedw(2)40-12 to T-612 zone;C-0for members and tomes 8 MFRS for reactions mosm;Wmbsr DOL=1 EO plate grip DOtL1.60 3)Gable fie rse continuous Inch.MON bsantg. 4)This trues has bean designed!fora 10.0 pal leahwn chord Ilse load nonconcurr.t Win any other live bads. 5)'This INee hes beem designed for a five lead of 20.Ope On the Whom chord In all dress where a rectangle 360 all by 2-0-0 Wale We fit belwaan the bottom chore and any om.,membms. 6)provide mechanical cwmection fby ml of buss to bearing Plate capable of wilhstandlrlg 10016 Uplift at feel 1.3.4. QWA ryE.Yynpr FFAs Oi ANO LUO aEE CE Wi1lJ nraeVAI66EPoNE UeE IR5({n vnikl o vW1h MIIek .Int lxl( �4r1 -beam- MIYM1]ra drlkNp eemwmnnl. ae�m`hk .Bel ✓ hl2ryt Who . rnis ItylM Pre : Iry rieW - t silt ePn fatale R60nY{rnFolnea nil aFan leas ® Qta ixM reaaf w .M lnaalrafNa m,.^v sow/ cr..a mei bar orvv. aislx.M remW af1' rvJ cam«n ra..nrr WOW aa«oh eWren ikaMlMwt t um=s conn r»m+ae ceewia e4uvwpepeMaan we. ria eer�.ra 9rwkere9warm�. e ren ewe 1a•bablsl a m,ad rv. lbn here1 ofMme[m1Nm Mrem .... YIHCXIxk.aYd9arM aC9 auWYq Co erE TrryaFIT yryy rpmgbn wrlaAery Dote lritllMa.Y.N.lee Spral.SWle}I2VP>1}l E. ypa Ply I TIO CuaeuYM T11tyW1 1RM6TM T4�a VeMy 1 ''Job Reference a tiona aWMMBCmyonwcbggN.)aWrswallP Fl]YLM 1 ¢f1o51AiY eROt]MTNIMunnef lrc IM AYY 51a142e ROP PN, IOx9nVIXeIOsyW5220BIF51ryMue3-CgYd",UH63M30T14kvLBAOWspldnkV?08e3OFP bao &60 460 480 II swle=f aaA ].00112 2 8 a 2x4 II 3W 6 ] 103 1 6 4 'd4 3R4= 2e4 090 0 60 Pate Maps IXYF 110.1 81 LOADING Mief) FSPACI,— 280 CBI. OEFL M (bc) VdeX Utl PLATES NNP TCLL 20.0L 1.25 TC 0.21 1 NLL) Na - we 999 MF20 24G190 TCDL 10.0 1.25 BC 0.16 Ve11tT ) Na - Ne 999 BCLL 0.0 ' ar YES WB 0.23 HorR(FL) 0.00 4 Wa We BCOL 10.014 PI2001 Wax-P Well 5910 FT 2. LUMBER- BRACING- TOPCHORD 2x4 SP Not TOPCHORD StmGiulatwood SO athingdire yappliWor6-"-0 purlins, except BOT CHORD 2x4SP Not end verticals. WEBS 2x4SPNo3 BOTCHORD Rigid ceiling directly applied or 108 o ec bradng. OTHERS 2x4 SP No.3 REACT ONS. (INSind 6=1458-0-0,4=145/60-0.5 80i Mae Horn 6 L4(LC 10) Max Uplift fi—]2(LC 12),4_12(LC 12),Si 9) Mex Gray 6=180(LC 18),4 N(LC 16),5d50(LC 11) FORCES. (Ib)-Max.Cemp,lax.Ten.-A11M.25001d.irleasiocaptenenshown. NOTES 1)Unbalanced rad live loads have been considered fm the design. 2)Wird:ASCE 1-10;Val30mph 13-second guar)Vasal mph.TCDL=5.0p8h BGDLd.opA h=25X;BiiAlSX; --24X;eed-Ift;Cat. 11;EV C;Encl.,GCAi- .18;MFRS(dlmcronal)aid C-C Ededor(2)0-1-12 to 3-1 12,Intral 31 1-12 to 4-0.0.E,darl 2)480 to 1802one;G0 for members and forces 8 MFRS for reactions shown;Wmbar DOL_-1.60 plate pro DOL=1.60 3)Beal requires Wmilulols bahom chord bearing. 4)This truss has been designed lar a 10.0 of bottom chord We load nonomaunent Who any other live Ideas. 5)-This InlseIdea been deeignad fora live laud M 20,gold on the Forman coned in all areas where a rectangle 3"hall by 2-0-0 side *it lit between Me bottom dlortl add any other mem bare,with BE DL=I0.0nf. 6)PmMde mechanical cpnllectian(by o9Wls)of Iads to t e rmg plate capable of withstanding 100 lb Will at joint(s)e,4,5. .VerIN dvUM a earesCN iXld M'pMGLWEe YIfxMN9YMCE 1EaEY.)!piw'.IeVYMIeefFOIIE USE �gi vaW lwure Wywah Mllok.'Dromecbrs.11w�tlgnaN dmYyugn pwanelersYwim]h loimlMMtlwl WQepcmipa¢nl.ml alnmsylem &rlwer iar.Ida Mar4y daNlm m.M vetllY MagTakKary oltYSq�gawrelma'tl gapxlYM:on*�ole MNtla.6Y�kaollOovwall Iultlkp deibrtH S�HIMwalcdtfogmwe Lucg9p olRMhMWlnmweLaM/wcl'utlmaNivSMYPWWwx✓cl lemV*wM'wdrxuma�enlM¢hp ) ek etlwaYa lwfllrtJ"IV SMJIIYaglo IXeve`n,Mndof 1 W.aFtWW�WFNYwdg4,.0 rmgereiWgii ming Ma eam Puke EeY aNtl. IetlY_ulbn.dwoCa.aHNary,erecMn wed Mctl�g of lvv[mAlms MlaiR reeENA/INI GuoFM CdIwM,p5Bd9and aCLWMyCanynnl ie FL 33810 YlaylnlamoXon ovtAc3Me tom M1im Flare ln5111Na.'11fl N.Lee]Teel SIIa JIR.NeiaMMVPR231<. ^W JIM s lose ype . y Treculre.rlBre m1 e t2006iW T09 YBYY IJob Referenceo oriel sans,Lonynvd tygh',Je[FsrMAB,R.. I stns"'Y "l]WTBAIn"""Int Mon Nei greener PB4ppBB ID:xaVlb0geyW522OmF51ryMre310KrlpSkJfcVARWMK0m9amDWSgreener OF2GOG 4d0 8-00 I edb 4dr x5 II SUI.=t sea ]W 1112 2 0 0 y4 i T Ism 1 6 5 2<a - .4 II 99U Bpn PI to OX is(xn-- I '0-1-12 Ot El LOADING(pd) SPACING 2-00 CSI. DEFL th (Mc) Vde6 Ud PLATES GRIP TCU- 20.0 Plate GOP DOL 1.25 TG 0.27 Ver(LL) Na - Na 999 MT20 244/1W TCDL 10.0 Lumber DOL 1.25 BC 0.18 Ver(TL) Na - Na 999 BOLL 0.0 ' Rep Stress Ina YES WB 0.19 Horz(TL) 0.00 4 Ne Na BCDL 10.0 Core FRC2014 PI200] MaMx-P Weight 5616 FT-2086 LUMBER- _ - BRACING- TOPOHORD 2x4 SP No.2 TOP CHORD Sanctumlwoodsheathingdir yapplledore Ox Wdim, except BOTOHORD 2x4 SPN0.2 and yahcals. WEBS 2x4 SP N0.3 BOT CHORD Rigid ceiling directly applied or 10 0-0 m,twe ng. OTHERS 2x4 SP Na3 REACTIONS. (IO'slze) 6=145R-0-0,4=14518-0-0,5=3281640 Max HON 6=64(11UC 11) Max Uplift 6=-]2(LC 12),b]2(LC 12),6-1 B(I-C 12) Max Grey f l73(LC 18),4�04(11LC 18),5-1<ft-C PI FORCES. (Ib)-Max.Grar, axTe6-Allfmcee250(Ib)orlessexceptemeneMwn. NOTES- 1)UrbNanced roof No loam have been considered for Mas design. 2)Wind ASCE]-10;Vu1t-I War h(3 second graft Vaar=101mph;TCOLd.Op3[BCD--5 4=2511;"511,L=246;eavedn;CaL Ip Exit C;End.,GCPL lfr;MWFRS(dredionaft and CCEtlabm(2)0-1-12 to 3-1-12,IMebor(1)3-1-12 to 4U0.ExImm(2)4-0-0 to 7-00 arne;C-0 for members end to.&MW FRS for reactions shown;Lumber DOL=1 80 plate grip DO 1160 3)(Sable element continuous bottom shod hearing. 4)This tows has been desgr e l for a 10.0 pst Whom chord live load npn ernpunem vnth any Omer live loads. 5)-This miss ha.been denigrled fm a for,,load of 20.0Fet on the ber man i,ail areas ebe2 a rectangle 3-6-0bit by 2-0-0vnde vnll fit between the Whom choN and any other membere,With BCDL=10dpsf. 6)Prm4tle mechanical 6onneckon(by others)of ands to bearing plate capable of elthtlending IW to 14Hih at jantla)6,4,5. Aftessa OVNIxWpnpu.nMO'.xNXE1O Xe1Ee CN i1X3IHa.WCLVOEO IMExflEFEXIHCEVI4ElY]I))m.im¢4016BFFOPEV4E. lYJ(B,.u..Xo mIY"fro IXIH®cvrreckxs.RE tler(Tatv�.]dJY Wdr V aaetela Ywwn uplt Wr m Rxllulaxa'taJJXp em,[nent ml n_ ,l ., awM"m,,n -rmlela lin lAlooIH o1 r~ ma> rYaeyMo lrre bddxd oueral !Tek' kd'uars Fearcm lc ...tl..1.w—t-Mg wlingrw.1-1 real.aclr '—. lw wnemlpMkane renudgnto BWay.rm EM fA4e. NdkglMt ildo3e,rwtrew;d^clk^+alvJ I-InG of iedw..ddlllmao-1xm#XBr "i—"a CrIIMo.OO 'rrd aw WMNq cx,ma-ue �e FL 30610 L/Bly NgrmaBarwtlNYe M1dnLw'%ale F¢IINIe,210NLee Slreen..4Y1e a1R.Plerm]M VPRR]14. � le Job Trues Trues TYOs Ory, Ply The Cunbedantl nttsaszs 12&6TOA TH Valley t 1 Job Rat 1 IorWll Briding Component Supply, Jeckeorrvdle,FL-32256, 0.110+Apr13201]MRekda moiea,u-. Mm May 1515.08.16201] Peget IDx9 VIb010ayW5220BWbl,Mue3-MooeON7M9UWtl GpLtDV,Elp4tlaOPeD2 DM -0-0 8-00 4p0 4-00 SWe=1391 bS II ]0012 2 0 0 02N II 2 ] 3 i 6 11 5 12 W4 II 3 II 2s4 II 80.0 800 LOADING(psi) SPACING- 200 081. DEFL. In Qoc) gdefl Lb PLATES GRIP TCLL Z0.0 Plate Gap DOL 1.25 TC 0.24 Veh111) Na - Na 999 MTe0 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) We - Na 999 SCULL OA POP Sires lncr YES WB 0.15 HOra(TL) 0.00 4 Ne Na BCDL 10.0 Code FBC201aRP120U7 Mall Weight:0It, FT=2096 LUMBER- BRACING- TOP CHORD 2x4 SP Il TOP CHORD Stru lural ea al sheattilg dlredly SPPleal or I oc pudire, DOT CHORD 2x4 SP h1d2 except end verfcels. WEBS 2x4 SP No.3 BOT CHORD Rgid calling dreduy applied or 1(,0-0oc bracirg OTHERS 2x4 SP No 3 MiTek recommends that Stabllibers and Tequiretl Goss braMl be installed during three erection,In aaordens With Sleblllxer Ireddletan gold,. REACTIONS. pledire) E=14&800,4=14(Ifil 5=321M8 () Max Harz 6=4rl(LC 10) Mall Uplift I 12).4--fil 12),5=23(LC 12) Max G.6=1)11(LC 18),4=1]0(LC 17).5-115(-C 19) FORCES (Ib)-Max Corep./lax.Tan.-All forces 250(Ib)or less except when shovm. NOTES- 1)Unbalanced mai live loads,have been considered for this design. 2)Wind:ASCE 7-10;Vd1=130mph(,-second gust)Val of mph;TCD!,-5SOp t.BCDL,5.Opsl;h=25X;8-1.5ft;La24ft;elr s t;Cal. II;EV C;End..GCpi=0.18,MFRS(directional)and C-C FlaadoT(2)0-1-1210 3-1-12,Intedor(1)3 1-12 to 4M,EMedor(2)4-00 to]-0-0mn%"for members and forces 8 MFRS for ma dom shorn;Lumber DOL=1.60 plate gap DOL-1 60 3)Gable re0uirs continuous bosom chord bsar®. 4)This truss has been designed for a 10.0 pat Eodorn chard INe lead rwnconwnent Wl any other live bade. 61'This haves here beer,day,rus 11.a Ilse Mad W 20.O11 or,Ne bed.chordld an area.+wen,a radfaugle 3-6-0lail b,2-0C wide will N beheaded the hotlom QwN and anomer members,With BCDL=10.Opst. 6)provide mechanical connection(by others)of truss to bearing plate capable of 100 It,uplift at Joints)6,4,5. Q WggMNO�VNy4WPnp�mr= ed—Ow0]Erse—Ave—rOEOMr1ENN--NOEPAO6-74A—m9YN169EPoP ' 1�Wp Inru¢orYy Wld MIeM cgVxdlgi.RkdeLV�k L�sedoNY��WaireRrsYxrvn.mJklwm MAukaM dlWgcumrment rnr rut:Ylrtm.sNaxua.IM rwWYrepavoutmicwwoda,vo kLLYhnatlaYTWar,Iessrequnry. lrcwlxxakelakdefMn Tho Xnnnout WOW :. aaeda4errd.a«nxlmek:meak to nevem ruedlre olnemn mrawmaafa ororarrsrrioeaorvv.oeahhora x,�nwrwmeaw��f nddhre awrnreWreawrdwhhymalo nevedlrah�whmprmwpadcda lN.v and nwerW d�dree. lorrerwa nedawa reearroxw mw v.dw 6w ewe kMkdncMdelNmY.uec'm m]brcWp w le to WlnmMdraI dsMrlWlRl Ve .CMwb.ONd9aM nCA wE}MCunP Mr Tana Asan sewYrnearwnod avdhrue nrrd ave Rile MYPee.21 R.laasnaal.9lre31s.e1e.ddoha vA2231a. Job Teras Three Type Oty, Ply Tire CumbNeN 711131625 12046TOA T45 Valley 1 1 Job Final Build'rrg Component Supply, Jadrwrville.fL-92256, 8.UoB"r1JPVMr"UmlYzHLU,rMf mD3u aymo.00:16 2017nRM7y rca=S IDxBnVIbeI�yW522OBiFLIzyMue3q_MyeUmIVZHLUnMfAZD3u5ma%GOWWnRRBry]hGDNS 400 � eoo Loo a0o Scab-133.5 4 11 Too FIT a ° o MII I T s 1 g 6 4. 11 aro 11 aro 11 9 60 e o1 LDAdNG(paN SPACING- 200 CSI. DEFL. in (lac) Vtleff W PLATES GRIP TOLL 20.d %ale Gnp DOL t25 TC 0.19 VeM1(LL) Na - Na 988 AR20 244/190 TOOL 10.0 Lumber OOL 125 BC 0.14 VeM1QL) Na - Na 989 BCU- 0.0 Rep Shea Ina VES WB 0.11 HOrz(TL) O.o0 4 Na Na BCDL 10.0 Co0e FBC2014RPNW7 MaMx-fl Wel 401E IT 20% LUMBM- BRACING- TOP CHORD 2x4 SP No.2 TOP GHORO Stlucteral wool sheathing brecllyapplied oz600 oc Pra ire, BOT CHORD 2x4 SP fail except end verticals. WEBS 2x4 SPN1.3 BOT CHORD Rigid cash,directly applied or 1060 or,real OTHERS 2x4 SP No 3 M',Tak recommence Itat Slabllirers antl requirtl cross brectng Oe InstellBd Culing Imes erctlod,In aowrdence with SlaNllzer n aleton gold,. REACTIONS. (mosim) 6=152800,L152/8-0O,SaTt&e00 Max Hcal Q=£4(LC 10) Max Uplift filll 12),4-71 CILC 12),5=19(LC 12) FORCES. (Ib)-Max.Gomp.lWar Ten-All forces 250(ib)or less except when shown. NOTES 1)Unbalanced mol live loatls have been con31dered for this design. 2)WIN:ASCE 7-10;Vol30mph(3-sero,gust)VaNI01 mph;TCOI_50pv%BGDL- Coal Ill B=45f1;I=24ft;eeval Cat. II;E,C;End.GCp"18;MFRS biredlonal)aN C-C Ex rmol61-1210 3-1-12.Intetlor(1)3.1-12 to 4-0O,Extenor(2)400 to 7U zone;OC for members and farces 8 MFRS for racuora show:Unreal DOL=160 plate gnp O01-160 3)Gable requires central bottom chord beenng. 4)This Move las been deaigrlN for a 1O.0 pat bottom chl live batt nondonEllnent shoat any other live levels. 5)•This more teas been designed for a IIVe load of 201 on Ne bonen chord In all saes where a rectangle 36 tal by 2-0-0 area vat fit belxaen the lembn choN and any other member. 6)Preo ds,mechanical connection(by other)of buss to bearing plate repeal of wghslarMMlg 10011,uplift at joint(s)6,4,5. ALWAI1NWaYvlry tlealyn pumnalme,W aF4a HOIE00N 1Xa4Ma WCLVOEp IME1(RNEMNCE P4aE MP)IArev.IOW9alyaEFORE aaE ceL{p wWtl la,ux cWYrNllr MIIaA4swnrredorb.Ms W9{p a IwaealwJrn Ibamebrstlwmr adk Iq mMIu1Ma dl6gadnµavnr L roe MssiKkm P¢Iaorm.me Wldr dtloIbro,v.vatlnn q+{MkW1Yor W.'LV�I�aatrolm Wfrs Msrlrmwpaole nr6daW IolMoverrn MITek' M4arre armR. a«fimx.xcmeoerol.R.mtarmnaar�awwrrn m.weoarllW fnora memce «n.eeaawt�rrwrwaWrrrareat M�rw routedMiktlNagbpevenlcdgK`Mm WRbopWWxl xw.yaapwWrvamwa ronearbopubm -brobefto el Peat U- == - . bGkMbR 9na�.CNu9Y.reaknad Mac[g 1141. f Lraer WlPrrasMbat .. ,bla Oud1I C1nMH.aLd9 m]aC51WMrq CanpprWtl ierRa.fL 3E1a ]Ker Lxpraalgn oxl tAorypn 1r6 PW F9M 1411 N.lee SReel,sr41o311.Nma AI1VA'Y1311 Job Trues Trusc Type � OIYx P1Y The CumberlvA 711134628 12046TOA 748 Valley t 1 Job Referema(oMiorel Raising CamporeMSupply, Jeckronvde,11-322%, 8.110 nApr 13201]MITek In0lWnes,lm Mon Mey 151516:17201] Peget ID:RnVIbelOs}^N522OBIFNryMue3JBwKrgnNJHPCnwFMbkIO111NhmH?ZeOrtIVIStGDN6 480 6OL 4-0-0 4.qu Sew,128.5 ,61 ].UO 12 0 8 10 9N II 3 1 ( 4 6 5 4 2x4 II 24 1 .411 eu a B-00 LOADING (pet) SPACING- 2-00 CSI. DEFL. In Ow) VdeB Jd PLATES GRIP TCLL 20.0 Plate Onp DOL 1.25 TO 0.18 Ver(LL) We - Na 999 MT20 244/190 TCDL 100 Lumber DOL 1.25 BG 0.13 Ved(TQ Na - we 999 BCLL 0.0Rep Stress lna VES WB 0.07 Horz(TL) 0.00 4 We We 1 BCDL 10.0 Cade FBC201UTP12007 Mesx-R Weight 361b FT= ' LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD StruMral Wood sheaMrg dredly applied!or 6-0-0oc punters, BOT CHORD 2x4 SP Not? evept end Verotils. WEBS 9x4 SP No.3 BOT CHORD Rgid ceiling diledly applied or 10-0-00a bhang. OTHERS 9x4SPNo.3 M1Tek recommendsthat Stahl end nequined Cmss beedlg be installed during truss erecgon,in so6gmznae with SeM112er I ton u'de REACTIONS. (I Atize) 6=1601&0-0,4=16016-O0,5497M O0 M..Horz 6=64(LC 11) Merz UT4e 6=-75(LC 12),4—]5(LC 12),5=12(LC 12) FORCES. (Ib)-Max.Comp.R Ten.-Alllomes250gM)orlessexceptwhensh0yM, NOTES- 1)UMalanced roof five beeds have been orsceretl for til¢design. 2)Wind ASCE 7-10;VUII=130mph(3 second gust)Vasd=l of mph;TCDL=S.Opsq BCD"DpsC h=250;B 511,.L=240;seve=48;Cat. 11;EM C;Encl.,GOP"18:MW FRS(dledgnal)and C-C ExtehoR2)0-142 to 3-1 12,Interior(1)31-12 to 4-0-0,Extenor(2)4-0.0 to 780 zone;C-C for theme sure and forces 8 MW FRS for readions strown;Lumber DOL=1 60 poste gulp DOla1 60 3)Gable tort ouminuous doll chord bearing. 4)TMs truss has been designed for a 100 psi boXan chord ere Toed nonwnourrent with any other eve bads. 5)-Tbh,truss has been designed for a eve load of 20.0Psf on me botlwn owed In irl areas strew a redalgle 38-0 half by2-Og wide MII fit a d.0 the red.dse,d and ary in.,members. 6)Pm Ice medlanlwl connection(by omens)of truss to bearing Mete Capable Of Withstanding 1001b uplift at fdd(s)6,4,S. Q WAWINa-YWyW6lnpvMrtmCPFAO NOTE3O'I116xII01lCLINEOrPieKR=ro IIOF—""Z.irtffiAI6BFfOPEV%. OeWDI vaW loam w1Y`�1m MlfeA®ccmecMi Inktlzian 6Mstl MV upon poIwaelersdawn mtl61w m hSul]d W Wp canpwlwll ml Iluo a)yeln.�M1're ve.Mie lMlldt9 detlPwl m�rsl aeMy IM 4T4cMIN ul ae513n pwamolers�MµopalY Mwpaale M tle W n Fb IM1e—es s' d4ekl9 deMpa ®axleunloosed aml»ewentalwllawlae.wllmssme.maaorvv. Aadnw,a lempolwYmal>wmalwata«ry MiTek- MUWa'hIaT.W�p6Mlalysure. enl—, —ouw tu.s........ uMuns, mlaae_ Iw garrets pFbce�eP dlq fre 6004 PoM Em is . {YAwI1XLaIdo3e.dlu,io 91eC11m n M«bp nlmveam.-r'o rrelon.a:e/JK1/IMI WtlInOWMb.OSMdOaIIJ 6Cn1@UfNYOwlPmala 7,,"3]810 MIY IIYMndIM m'ydaletmiBU ROM IentlMe.Rln N.tea Sheet,SUlle ll2 HeanxAla.VRY1314. Job Truss Trim Type Ory, Ply The CumbaHaM T1113162] 12MTOA T47 Vebey 1 1 Job Reference motional Building ComDOIOM Supply, Jeckaorrville,FL-Map, WU1 Apr1320OMNU,2 tl3bY3,WIIOF Navy SDkdl.201Tepe1 "IDUIenVIbNOryW6220BIFbIzyMue3nNU128oz3bY3j4WtIDFXZWrt:B3H].SOkdVc38Y2GDN3 00 8.. 400 4ad Scale-1234 46 II 2 L00 tz a B 10 l," 11 2x4 II 3 1 g L'A II 2x4 II 3A II &0 0 &00 UDMNG(ps1) SPACING 72� T. CBI. DEFL in floc) gde1t w PLATES GRIP TOLL 20.0 Plate CHIP DOL 018 Ve0(LL) rile - nre BIG MT20 2"1180 TOOL 10.0 lumber DOL BC 0.14 V.n(IL) Me - Ns 888 BOLL 0.0 ' Rep Shope Ina WB 0.04 HoaQL) 000 4 we Na BCDL 10.0 Code TRIM UTP1Mesal Weight 331b FT-20% LUMBER- BRACING- TOP CWRD 2x4 SP No.2 TOPCHORD SlmMurel vood sheathing directly applied or 6O00c pudire, SOT CHORD 2W1 SP No.2 except end verticals. WEBS 20 SP No.3 BOTCHORD Rigid ce1111lg dtreMly applied or 1"4)oe boning. OTHERS 2M SP No.3 MiTex recommends that Stablllzers end retained Goss braces, W Installed dta W rose erection,In acc0rdance Me SoMilzer Installation gulde, REACTIOBB. glefelxej Fc1T/Mhd-D,4=1]]M}Oo,5=2831&o-0 Max Holz 6=S (UC 10) Mex Uplift 6=8 LC 12),4=62(LG 12) FORCES. (ID)-Mex.ComptNax Ten.-All trees 250(Ib)or less exnept wfien shown. NOTES 1)Unbalanced mot live loads have been considered for the design. 2)Wind:ASCE]-10:VUIL-130mph(3-second gust)Vasd=101 mph;TCoLd.0psf;BCDL=50psf;Fe2511;0 N%L=24ft;eave=oft;Cat. 11;EW C;End.,GCp1=0.1 M:MFRS(directional)and C-O EHerior(2)Gt-12 to 3-1.12,Internet)8-1-12 to 4-n 0,Edetlor(2)4 On to 780 mne;C-C for members and forces 8 MW FRS for anselons stwwn;Lumber DOLm1.80 plate grp DOL=160 3)Gable Manse continuous Whom ended bearing. 4)T0is truss has been designed fora 10.0 psi boftem chord live load Honconcurrent with arty other live leads. 5)'Tbism ss has been designed for a live 1Wd d 20.0ps1 on the Whom eerd in all areas where a rectangle 34i-0tall Dy 2-0-0witle wig til Wotpeae me emserm cWrd and are other members. 6)PmAde mechanical coroealon(by oleden of bops to heating plate capable of wftintanding 1001b other al joint(a)6,4. Q WAMIW. w.NaW W pre^�ren M MFA.a..OY haS.We YCLYaEaYIEx PFfFa<HCE...11.m.1a0.VAfa BEF4aa Yaf P b1 WM11w ws aNY'1,11n IAIek& onrrcbrs.RhdefXlltbYetl MYup� Vmnele¢SMwn.aM1lklamXltllMQitl WJq canrwrenl,ml now+lwd.eer«ed.a.Irl�I.wXde`da+awr m,m,.emvlremrr�mrina"derivem,,ele¢aa wdmnYX>a+wrdre mam4ddmw lre�ver�ll OakaAdtvdebr. ®«n0 mdh:medalo aa.am e.aampawMara nu¢webdMlw mote memba¢orvy nddmode lemPorarlxdpema.lain a«xe bdwWarepleOKKtlaIYNN died bmgevere ceXgwe MM gNAe�MFNY wJP�rlYd�nr9a.(q«rwrtld�ereadlQq WPUFe EUI BMtl. ALkgIkRfMo3e.delNery.a«X m]dxYg drlmsnmdlmstyslemi ne/JIeVIRI GudNCdlNa..Nd9 WAaC31 MYJrgfomV'NeM �terrye.GL]YIO yely WrpTeYm wM4 M1an LlUrblel¢XMe.RIB N.res Slreel.Slle ll'I.Nerlrbb.VP Y1314. Job True Tae Typo Oty IIy The Cumberland T1113182B 12048TOA T48 Valley 1 1 Job Raise..mi II Building Component Si Jad,sorathr,FL-32256, 8.110a Apr 13201]MITek I,------ .lrc. Mon May 1515.06.10200 Paget ID:IGIIVIbBN yWt5 2OMFNz M.3-nNUj20o't3bY3j4W110FXxWrAR3Ha0%GbhrC3BVZGDNe LPO eAa LPO Ae Scal—I:185 I 2 ].W 12 8 B 5 3 1 -d a 800 P60 LOADING(peri) SPACING, 240 CSL DEFL. In (loc) III red PLATES GRIP TOLL 20.0 Plate Onto DOL 1.25 TC 0.28 Ven(LL) Na - or. 999 MT20 Started TCDL 10.0 Lumber DOL 1.25 BC 0.16 Venial We - Na 989 BOLL 0.0Rep Stress nor YES WB 0.04 Tar(YL) OM3 We Na BCDL 10.0 Code FBO201A?P1200] MaMix-P WeI9M:291b FT=20°e LUMBER- BRACING- TOPCHORD 2x4 SP Not TOPGHORD Shamans wood MeatbiN dremly applied or 6-0-0 oc pur s. BOT CHORD 2x4 SP No.2 BOT CHORD Ride!of directly apples or 1040 w finding. OTHERS 2x4 SP NOS NITA--.a-that Stabilizers eM regUlredc,oas bracblg be Installed durlrlg truss ematon,In accordance Win SlaMlizar Installation guide. REACTIONS. (Ibkize) 1=16fl/0-0-0,3=teelb0-0,4�OM&PO Mel,Herz 1=6](LC 10) Mel,Uplift 1=66(LC 12),3=66(LC 12),a-W(LC 12) FORCES (tb)-MaC.Cor,,A Ten-Ahlomes2a)(finorlessemenatenshown. NOTES- 1)Untananced and live loads have been woodered formas deign. 2)Wind:ASCE 7-10;VMt=130mph(3sewrld gad)Vai 01 MA TCDL3 Opel;BODI--SOps;M1:25ft;B-1511;L-24t;savadt;Gal. Il;Ep C;End.,GCpi=0.10;MW FRS(diesso,ah and C Extedor(2)04O 10 3-MO,mtenor(1)3 0-0to 440,Extenog2)4-0-0to ]40 zore;0.0 for members and forces 8 MW FRS for rsadbns shi LitrMar DOI-1.60 plan gnp DOL=t60 3)Gal requlres a orameas s bodom Mord Owmxl. 4)This toss has been designed for a IMO psi Dotmet chord live bad noncon waren with any other Ise loads. 5)-This hails fres been designed fir a live load W 20.Ops on the Whom Mod in all areas Mom a metals 3-6-0 hill by 2-0,D wide MI fit Wtween the Wham chaff and are other mambas. of Pmde,mechanical wlxhemlon(by Maes)of truss to bearing plate wpede of win snlNmg 100 lb UptO at lolntis)1,S4, A WAMNa�VMYdeYanpwmrmeM a6mad er MI n®ANO.1.MIEN PEfE .eade—ao m'.moson'aERJPE USE n vaM]!w uw oNY wlln Mnek9cmrv,cN.vs.RhtlMA,t[xrrtloNY Won fxaa�wle's 5lawrtaMalw m MWA,d WQgcomw+,renh.rot avr� Inasnleni.ae,oee,m.IMhlAplletlgn,m,rsl vedN ire Wpk:�rlNol,lrlp,I>"+aneMrswdµgvwlYhawPwnre mh,le�ln Trio tt<ovnWl bAdetNWen le«Yp h9ce,ktl6loµevmllzcalyol WJNlAimrsvellwvJ/«cMra menLaicNv./NdtlwM le,nW,waNCA^nunniM«Ad MlTek• tlwuV=,V'I,ttl w,9diNaW wwewla mlWxw115M eno,.w,M INAY walwWenY a>tnaRo. IU Benwa GJdw�e maw�e me arrof ase,Ita.1.M. ICMc reaslo�o«,�wrery mneXenad[xaclgo,lru¢r¢NMmaylemi reeAHL/1%I OuilY CrllMb,a5Bd9ae 0CN WXAip Canpwixa ie,rye.0.33ata edNyl,YpmaXan oWMMe M1wnlw%obacaM .21a N.Leo SM1ceI.911e JI2.Nevmrlh VRY[31 J. IJob Truss T.Type . Otyr PIY TBe Cumberlentl TI 1 130M 120WTOA 749 Valley 1 1 Job I7 Mf ek(a ealup DUltlilp Compo0em SIgNY. JBCk&Nrv1116,FL-92256, yW51 MFU1 0w] FZklVpdgWwLE Monts )Wt5UE OMck Pege1 IOx9nVIb01�YyW5220MFdzyMw3FZ25GVptlpugwLE5Es8mmW100[TdEMIdIMck�(aDN2 52-3 6db 323 323 4y5 II kola.IA4A 2 ' 700 12 3 1 a 2.41 N4 I 2.41 o ) s.as ] 6315 LORDMG (peR SPACRIG- 2; -0 (9. DEFL. n floc) Wall Ltd PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TC 0.12 Ved(LL) We - We 999 MT20 2MI190 TCD, 10.0 Lumber DOL 1.25 BC 0.W Vel(TL) Na - Na 999 BCLL 0.0 ' Rep Slrese fttt YES WB 0.03 Hor](TL) 0.00 3 We we GO t0.o Code FBC201UTPI200) Memx-P Weight,201b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Sbuclural weed armatNrp dnmdy applie0 or 680 or,purlins. BOTGHORD 2x4 SP Not BOTGHORO Rigid celling dlmdly alWIIW or 1300w bradng. OTHERS 2x4 SP No.3 ��. M ek recanmond,that Slabllbare e11J r.0nal cross—Ing be mantled during lies dedlon,In acwrdence with Stablllear Installaem gdde REACTIONS. (Ileale) 1=110/638,9=11d63E,0=202/63-8 Mex Hort 1=M(LG 11) Mar UPIIg 1=43(LG 12),3=4 (LC 12),4o-25(LC 12) FORCES. (b) Mex Comp.Mlax.Ten.-All fomes 250(Ib)or less rowel when show, NOTES- 1)Unbalanced root live loads have been wnsl0ered for this design. 2)Wind ASCE 7-10;Vu11=130mpb(3-sa:ond glWt)Vasd=101mp0;TCD"r Opsi:BCDL_S.Obef;1145f1;B�511;L=24e;ieara lfl;Oat. II;Exp C:En-L.GCVi A8;MFRS(Oirecliowl)and C-G Extedor(2)zone:C-C for members and forces 8 MFRS for remiens shaven:LumGer D01=1 Bo plate grip D0L=1 SO 3)Gable reaulme wlNinuous bottom chard beamg. 4)The irks bas been designed for a 10.0 pd bollom abom live load lwnwnwlred MN any other live bads. 5)-This miss bas been designed ba,a W.load of 20 Opd on Ne bottom chard In all areas mare a redati 380 tall b,280 aide will et beMeen 1be bollwn cboN alltl airy other members. E)Pmvlde mad ianlcal wtoectmn(byolM1els)d'Vbaatri beam plan cepede of WilreandXq 100lb uplift at mm(s)1.3,4. YWiaXMe-VMrytlWrnpv.nrnxa mO aExO NOTES CN]XBINa Wet UOEOYIEN aEFEWNCE PIOEMi]1Am.IO�NIE KfOl1EV5E pe Win WN loi wruN4"fb Mlekf%connwbi.MstlaYJ�a WcetloiYYulnn�anelaifMwn.mf Kld m MNGM dadh3 ccrt�Wttnl.ml gev pYkOuaryslaBaaemoJMlxlkley tle9nlu1 —.1WlY Y of lln�y(^Ya1MINotMNnn lx.rnieleaaM MQ"*3AY�I:W[plel@lM1ktleSan NolM ovadl M Fg nae, �.aackglrcMNetlklo enllu}Illq MHJkAxM MsweDml/gd¢vtlmembersaY . Ml1MnMlemWlay aha lalpanenlMWp 6tlwW egYed lY sl MIIIyaM lorywenledl�s wllmm�Yla MnvJnx M1yuyaM popxMM.na2e-fW 9a�e�tl 9eMax'are&'adkq be tl%zMBtlgaa[r.4elYrery.aecXmm]W¢MolMceimtllvs byilemv m�MNSU1Pl1 MHCMxM.OLd9aM lCL eutlhy CarywxM 6Ya1Nb EM61A. SdWy YbmpXm aVrAWeM1an I�w NoletrMMe.R1B N.lee Slreel,Salle a12 Nexa.]ila V/�'R311. Tx,FL 9N10 Joe Tmss Truss Type Ory Ply The Cumbw'. 3 630 12aMTOA 750 Valley 1 1 Job Fefererce a onel Bullbirg 3omponenl5upply, JaCk60fNiIk,FL .58, W1'0 OApr1320PPer I Itl 6on May 16 6: ID:xnVlb1�yS2BFdryMe3j=TryFConOfOPpHi2hUUMP14p5AGODNI &t 389 1-B-t 2 T.O 12 3 ya 1 p d d N4. N.I 036-t 6 'T 3Slo Plame ORsds(XY)- fi?," Edae1 LOADING(pa) SPACING- 240 CM. DEFL in 0.-tio ) Won IAd PLATES GRIP TCLL 20.0 Prete Grp DOL 1.25 TC 0.03 Ved(LL) Na - Na SBS MT20 29180 TOOL 100 Lumber DOL 1.25 BC 0.07 Ved(TL) Na No 988 BOLL 0.0 ' Rep Shrews Mr YES WB DIM Horz(TL) 0.00 3 We Na BCDL 10.o Cotle FBC2014/TPI200T Mal Weight:9lb FT 2. LUMBER- BRACING- TOP CHORD 2x4 SP N0.2 TOP CHORD Stludural wood wheathi,g dre Uy VPIIW or 3&t oc Purim. BOT CHORD 214 SP N0.2 BOTCHORD Rigid calling directly applied or 1040 oo bmdng. MITek recdmmendr that Slabil'aers and lequlred crone bracbg be handled during tNBe emotion,In aouphorro.Wllh$te111M! nsallauon ude REACTIONS. (INsize) 1=97 553,3=97M3 3 Max Hoa 1=20(LC 11) Max Uplift 1=-25(LC 12),3=-25(LC 12) FORCES. (Ib)-Max.GompAXax Ten.-AN I0me5250(Ib)ar less except omen shown. NOTES 1)Unbalanced roof rep loads have bean considered for has design. 2)Wind ASCE 7-10;VUR=130mph(3-aecond glen Vasd=101mph;TCDLS.0Wf;BCDLd.Ops1;h=2511;13-15U;L=24R;eaveylU;Cal. II;EV Q End.. S;MW FRS(directional)and C-C ErWr.d2)zorWC-C for members and border 8 MW FRS lar reactions abown;Lumber D01--1.M plate gdp D01-1 60 3)GetNe hodulms oodlnuous bodon cfgrd bearing. 4)TNs trues has been desigwd for a 10.0 psi Whom d,od live load Mndprourranl with any other live loads. 5)-This truss has been derided for a live load of 200psf on the WUM dined In all areas where a roodoWle 36-Dar by 2.0.0 wide will in between me Witt.01e1U dnd any oM.1fremt ad, 81 Provitle madenlcal connection(by others)of truss to bearing plate capable of wlUetandirg IDD It,uplift at(dnt(s)1,3. 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Q w 1"'Q� O W B 1 7 • .•dt-]-V Y • • I N N 0_ j-QO� W O JZ v:o d �Citiztirca Q 3 Q 3S2�f10O X100 w omzz rn ;° w mof-< S Z, R dodou�y Ram JONaa '� z~w� F_Z� p(naC I Z O ��w Q a O Co >LY< co W Q=C) \ W W 3 -iw 1 000 1 F- r- II -OQO Wpp yW .3� a=Q a a Q� tt7 d0' c3r- zz W� a m K !1 0 �3 W W II x W W U �'o zoo,00-9 �"g rZ o� w N In In X C.,O z C Hs IN;xXU 1.10.�" Z p U U =( n0~ J�ucYi�u� �•uuUu•� u ut u x i J Q Q F-- uzi 8. _. x`z�p..,wrc c� i LC MW _:QU I DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEADER NAILING TYPICAL DOUBLE TOP 0.131X3" TOE NAILS WINDOW SILL SCHEDULE II F 2X6, 2x8 = (5) NAILS TYPICAL TOP PLATE NAILING: ROUGH DROPPED HEAD MINIMUM END DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT _ TYPICAL STUD NAILING: -0" MIN. SPLICE LENGTH 2014 FLORIDA BUILDING CODE - RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURES PSF CONNECTOR FASTENERS FL CODE 2x10, 2x12 = (7) NAILS FASTEN ALL TOP PLATES OPENING OR SILL PLATES FASTENER EACH END 1 # 0.131x3" END NAILS: / (16) 0.131 x�" NAILS "IJESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 1 CAR SYP SPF 9" LVL, 11" LVL = (7) NAILS TOGETHER w/ (3) ROWS EVENLY SPACED < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS TRIBUTARY INTERIOR EDGE STRIP (PSF): +229 (2) ® 2x4, 14" LVL, 16" LVL - (9) NAILS OF .131x3 ® 12" O.C. STAGGERED. < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) GARAGE USP A35 450 450 (9)1Odx1'/Z" (3) 0 2x6, ZONE (PSF) a' = 4'-6" DOOR _28.8 4 0 2x8. < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS DESIGN LOADS: ACTUAL AND UNIFORM 10 +25.6 -27.7 +25.6 -34.2 (8'x7') USP RT7 585 495 5 8d EA. END O SYP#2 ROOF FLOOR 2 CAR USP RTBA 775 650 (5)1odx1'/Z" EA. END SYP#2 DBL. HEADER, 4 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS TYPICAL WALL FRAMING NOTES: " 4'-0" MIN. 0 ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE +21.8 ROOF SHEATHING, 6 MAX. TOP PLATE. PER PLAN. USP MTW12 1195 860 (7)10dx1/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS. I"� TOP CHORD LIVE LOAD 20 psf 40 psf DOOR _23 9 USP HTW20 1450 1245 (12)10dx1' 2" 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.O. 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 BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE RAISED P USP MSTA36 2065 2065 13 10d E . END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL. Associates, Inc. BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY ( ) HEADER ARCHED TRANSOM OPTION: DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS208 1105 1105 '/,"0 ROD TO FTG. - ----- 2x SPF DIAGONAL BLOCKING 2 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 DROPPED / / (6)10d TO HEADER HEADERS I EA. END TYPICAL. HEADER Jax. Beach, Florida 32250 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 5 I SHEATHING MAY EXTEND 2" 0.75" MAX ANY CASE COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 /5"0 ROD TO FTG. 4. ALL WALLS SHALL BE I I - --- PAST BLOCKING- WINDOW Ph.242-0908 Fax.241-9557 POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/a"0 ROD TO FTG. BALLOON FRAMED FULL I I =____= ARCHED ATTACHMENTS MUST FL:CA# 8344 SC:CA# 3579 SYP#2 HEADER WIND LOADING: LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/8"� ROD w 12 16d HEIGHT TO ROOF OR FLOOR L-- ----J TRANSOM ANCHOR INTO 2x MATERIAL. / ( ) FASTEN LOWER STUD PER PLANS. ' ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A BEARING ELEVATION, U.O.N. ON OPTION a PERMANENT TRUSS TO TALLER STUD w JACK AND MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF PLUS = PRESSURE AND MINUS = SUCTION. USP PAU66 2535 /s"0 ROD w/ (12)16d PLAN. BRACING BY OTHER. 2-ROWS OF 10d COMS SEE RIGHT. KING STUDS, BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS SEE PLAN. OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)'/4"x2-'/4 TAPCONS 5.) FASTEN BOTTOM PLATE OF ® 12" O.C. WINDOW SILL SEE LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE FOR RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET BY 0.75 WHEN COMBINED w/ DEAD LOAD. SIMPSON CONNECTORS WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE SILL SIZE AND AT TWO STORY CONDITIONS, `'�<t t °""••• ' � THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. w/1od MASONRY CUT NAILS ® CONNECTION < BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH TYPICALLY " FULL PLATE NAILING: WINDOW SILL SEE PROVIDE SOLID BLOCKING { : �,\ 1�/ BQ a a 48" O.C. MINIMUM. SEE EACH END. , s'•' •% IMPORTANCE FACTOR --------------- 1.00 ,Ir a ��k UPLIFT HEIGHT THREADED 0.131x3" TOE NAILS: SCHEDULE. WITHIN FLOOR SYSTEM AT ALL a FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" O.C. (3) 2x4, UPPER LEVEL POSTS & JACK ',j�4 N MEAN ROOF HEIGHT ---------------- 25.0 FT �� -� to ,� CONNECTOR SYP SPF FAST-NERS FL# CODE ANCHORS AT SHEARWALLS (4) 0 2x6, STUDS. N ROOF PITCH ------------------- 7/ 12 c / lO A35 450 450 12-8dx1/2 10446.4 5 ® 2x8. BUILDING CATEGORY ---------------- II 1 "''�� BLOCKING ONLY REQUIRED SEE 8/S . SCREW = �` AT SHEARWALLS AND PT. SYP#2 TA �,a*DENOTES EDGE STRIP. H2.5T 600 520 5-8d EA. END 11478.3 # SEE 8 50.0. � � EXPOSURE CATEGORY --------------- C �G! F STUCCO FINISH. SOLE PLATE. ► a o o r__ SEE C & C CHART HTS16 1150 1085 16-10d EA. :ND 10456.6 SEE PLAN FORS D SIZE C% • Q` N ENCLOSURE CLASSIFICATION ------------ENCLOSED i ,+h •.r 1 ABOVE FOR 'a' DIMENSION MTS12 1000 860 7-10dx1'/Z" =A. END 10456.3 AND O.C. SPACING. ••.a.y1 • .•' �� w INTERNAL PRESSURE COEFFICIENT ---------- t .18 - WALL SHEATHING &0 f� 1 HTS20 1450 1245 24-10dxl'/2" EA. END 13872.3 a °n a • 'a . '`�i U A o I _ 1 a CONTINUOUS CKING SEE DETAIL 1/SO.1 a g •"a b ° , . , L �pp� MATERIALSPECIFICATIONS �� MSTA24 1765 1270 9-10d EA. EJD 13872.4 WITHIN FLOORS TEM FOR SPLICING FOUNDATION SEE PLAN. a ' Y ... .,• - '�� - 16d COMMONS OPTIONS. i WHERE POST IS ABOVE. 12" 11/2 ' MSTA36 2050 1870 13-10d EA. ND 13872.8 8" O.C. Christopher J S a b o u Ci n P E MAX. MIN. SOLE PLATE ANCHOR- 18-16d_ FLOOR SHEATHING,r -' WALL FRAMING AT WALL FRAMING AT F L' P E#714 61 HARDWARE AND ANCHORS: 18-1sd TO TRUSS/BEAM I I PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] �I`a'I` �I`a HTT4 3480 3080 1-5/5"0 ROD TO FTG. 11496'2 8d 3" SEE SPECIFICATION. I PATE BREAK ASTM A 307 OR ASTM F 1554 GRADE 36. I I BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE 32-16d TO TRUSS/BEAM HEADER CONDITION OR RAISED HEADER CONDITION. REVISIONS' DATE HTT5 5250 4670 11496.2 �------- I I DROPPED HEADER CONDITION NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-5/5"0 ROD TO FTG. ( I I 2 TYPICAL WALL FRAMING ' METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: WS28 930 780 10655.113 I I I S0.0 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST I I DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/." FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR I I I I SOLE PLATE ANCHOR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY 14-1sd TO HEADER __ LARGER THAN REBAR SIX AND /5" LARGER THAN THREADED ROD SIZE. HU410 905 785 10531.36 L---- - J J � HOLD DOWN. (U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST t 3x3xY4" SLOTTED ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 5/ "0 ROD EPDXIED 6" MIN 10849.6 SYP#2 DBL. `SEE 5/SO 0. SEE 1/SO.1. 23;" WASHER PUSHED DOCUMENTS. 5 TOP PLATE. TO OUTSIDE BUTT JOINT (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5/a"0 ROD E 'oXIED 6" MIN 10849.6 % FACE OF WALL. EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: BLOCKING ONLY REQUIRED 2 3x3xV SLOTTED 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 WASHER PUSHED STRUCTURAL STEEL SHALL BE ASTM A992, GRADE 50. WALL SHEATHING TO OUTSIDE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STUD/BEAM/POST STUCCO FINISH. SEE DETAIL 1/SO.1 FACE OF WALL. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FIELD ALTERATION FOR SPLICING PLAN VIEW LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/2"0 ROD TO FTG. OPTIONS. RATED SHEATHING, CONTRACTOR SHALL CONTACT LOU SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d 13872.5 " BOUNDARY OF SEE GENERAL NOTES. PONTIGO a ASSOCIATES PRIOR TO MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT }z" THREADED ROD 12" 1)� SHEATHING. MAKING ANY STRUCTURAL FIELD ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING PT. SYP#2J MODIFICATIONS WHICH MAY VARY EPDXIED 4" OR Yz"Ox6" MAX. MIN. FROM THE INTENT OF THE ORIGINAL To BE SILL PLATE. EXAMPLE OF PANEL GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS SIMPSON TITEN HD. CONSTRUCTIONFIELD ALTERNATIONS CONTINUOUS EDGE w/ BLOCKING TO UPPER INTERIOR BEARING SOLE PLATE BREAK yyl-IERE REQUIRED BY FIELD ALTERNATIONS MADE PRIOR TO FLOOR SHEATHING SPECIFICATIONS TOP PLATE. WALL: SEE SCHEDULE SECTION VIEW BEING APPROVED BY Lou ULT IN o a FOR STUD SIZE GENERAL NOTES. AssoclATes MAY RESULT IN 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD AND O.C. SPACING. ADDITIONAL ENGINEERING OR INSPECTION FEES. ROOF SHEATHING SPECIFICATIONS: WALL SHEATHING TO SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT . . . . . .SOLE PLATE RAISE Ye" FROM EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE SUPPORTED EDGES, SHINGLE- MIN. �/�5 24/16, APA RATED OSB OR 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. WITHI 4'-0" OF ROOF EDGE). 8d 0 3" SEE DETA LS SEE DETAILS BOTTOM OF SOLE ANCHOR SPACING SPACING SPEC. DEPTH DISTANCE GENERAL NOTES. ON S1.01 ON S1.01 PLAN AND FASTEN `• ILE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOFEDGE). � �- w/Sd AND O.C. VO EPDXY 42" 24" 300.229" 4" 2Y4" EXAMPLE OF UNSUPPORTED F-- Z-! --� r--- - -� F--- � )�"0x6" TITEN HD 42" 24" 3x3x0.229" 4)�" 234" UNBLOCKED PANEL EDGE = z METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" )F ROOF EDGE). I I (UNBLOCKED) I I NOTES: (TYPICAL). , ^ WALL SHEATHING SPECIFICATIONS: I ° I I I I I U v_ FLEXIBLE FINISH-MIN. 7/,e", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLA TO UPPER TOP PLATE. I I I 9 ( I +° I 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. NAILING TO INTERMEDIATE FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L--------J L--------- L-------JI �'1 STUCCO FINISH.-MIN. �&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. SUPPORT IS 6" O.C. MAX.-". ROOF � 2. WASHERS SHALL BE SLOTTED. (LION). TRUSSES, OR t ' MASONRY SPECIFICATIONS: SIN TRY MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/8�,),/ 11/2"0 ROUND FLOOR JOISTS. Uj W 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 DAY COMPRESSIVE STRENGTH OF STEEL WASHER MAY BE USED. Q 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP- MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY E USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 1 TYP. WALL SECTIONS 3 SOLE PLATE ANCHOR DETAIL & SCHEDULE 4 ROOF AND FLOOR SHEATHING NAILING CONCRETE MASONRY UNITS (CMU): S0.0 S0.0 SCALE: 3/4" = V-0" 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 (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL SO.0 SCALE: 3/4" = 1'-0- REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". LU ( r I MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRET MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE LLI USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REIN�\RCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHAL BE REINFORCED FULL HEIGHT 1'/z" 1'/z" 7 WITH - #4 ® 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFOR NG AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR (3) ROW OF 1 O DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCE NT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 2 PLY NAILS 0 8" O.C. 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT_REINFORCING SHALL BE A MINIMUM OF-8 ° STAGGERED R CLAY MASONRY ICK): SIMPSON BEAM. 2x4 BLOCKING O SDWC15600 43 PLY BEAM. a a 024" O.C. FASTEN BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF 2x4 MEMBERS: EACH END w/3-10d FRAMING (1) ROW OF 10d TOENAILS. CONCRETE SPECIFICATIONS: PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS 0 4" O.C. ° ry 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 PSI AT 28 DAYS DETAILS. \-TO TOP OF TRUSS AS SHOWN. AT 12" O.C. CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING EA. SIDE. 2x6 MEMBERS: M Tun 1-011 AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE (2) ROW OF 10d STUD BELOW W GENERAL NOTES: SPECIFICATIONS BELOW. (3) ROWS 12d NAILS ® 4" O.C. LOWER TOP 4-10d FOOTING AND FOUNDATIONS: HEEL ;o 1 - AT 12" O.C. STAGGERED PLATE AT BREAK. OVER LAP DOUBLE COMMONS 4< 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 PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES. ( ) 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS ORTHOGONAL VIEW 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) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT 2x4 OR 2x6 POST 2x8 ROST CONDITIONS Q SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN. OF: CORNER FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND OCATION FROM THE `..� (3)ROWS OF 5" (3)ROWS OF 04- FOUNDATION FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT B DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE DR LOCATION IS NOT 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 ® 24"o.c Z 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 48" O.C. OR ROD CHAIRS. FRAMING SIMPSON 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 CORNER WALL INTERSECTION BAR DIAMETERS DETAILS. SHEATHING MAY SDWC15600 CONDITIONS CONDITIONS TER INATE AT SIMPSON SEE ROOF CONCRETE SLABS ON GRADE: SIMPSON FRAMING 3-PLY 4-PLY NOTES: SDWC15600 TOP OF DBL. SDWC15600 PLAN FOR 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 PREVE (TION OF SUBTERRANEAN TOP PLATE. SEE NOTE 1. 1. OVERLAP ��E P PLATES AT CORNERS AND INTERSECTIONS. TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. SEE NOTE 1. DETAILS. 14" LVL AND GREATER 2. �- DENOS 3"x0.131" GUN NAILS ® 6" O.C. VERTICAL. TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. O WOOD FRAMING SPECIFICATIONS: 5" < HEEL < 1'-0" HFFI < 5" �S- 4. SOLE PLATE 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 CONTACT WI fH MASONRY, CONCRETE OR 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE SOIL SHALL BE PRESSURE-TREATED. IF, ACID 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 SDNC 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 0 48" O.C. 1N 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 RITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS 5 ROOF TRUSS CONNECTION 7 INTERSECTIONS 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 SO.O 50.0 SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. S0. KING 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 MANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FAtTFwnlr,• 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 FOR GABLE ENDS. SEE DETAIL 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: THAN 4'-6" FOR GABLE ENDS. SDWC1WATERPROOFING: REQUIRED A SCREW TOP PLATE TO HEADER FASTENING: NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR GABLE ENDS. THAN 4'-6" WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK PLATE TO HEADER: GENERAL MEMBERSCONNECTON FASTENER INTERIOR LOAD BEARING WALL STUDS SEE PLAN KING & JACK SDWC SCREW C. TYPE LINTEL DIMENSION MIN. BRG. MAX. SPAN ® STUDS SEE PLAN 24" O.C. BUILT-UP POST IN THE WALL (2)12d TOE HEAD OR SILL NOTES TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. NAILS E.E. PLATES SEE L3'/Zx3'/Zx'/4 4" 6'-O" � GABLE X-BRACE, SEE DETAIL Lp/so•1 MIN SCHEDULE HEAD , SILL 2X6 WALL (MIN) PLATE& SEE DO NOT SCALE DIMENSIONS FROM TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L4x3'/2"x'/4 6" 8'-0" (2)2x8 1/2 HEADER SIZE, JACK AND SCHEDULE THESEDRA4VINGS.IFADIMENSIONIS DESIGNATES SHEARWALL. THE KING STUD QUANTITY. ROUGH OPN'G SEE ARCH UNCLEAR REFER TO THE DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS , , " HIDDEN UNE DESIGNATES SIDE OF HEAD OR SILL KING STUD TO FRAMING BELOW: TRUSS TO PLATE: ARCHITECruRAL DRAWINGS oR L5x3/2"x/4 6" 10'-0 _ ____ WALL THE SHEARWALL SHEATHING PLATES SEE CS18 STRAP w 6-10dx1Y2" ROUGH OPNFG, SEE ARCH SDWC SCREW CONTACT THE E.O.R. RIM JOIST TO TOP PLATE TOE NAIL (8d ® 6") GUN NAIL ® 6" � � -- -- / L6x3/2"x/4 6" 12'-D" SW 3"/6" TO BE APPLIED. 8d ® 3/6 SCHEDULE NAILS EACH END. STRAP CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS DESIGNATES 8d COMMONS O 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR L7x3'/2"x'/4 6" 16'-0" O.C. EDGE & 6" D.C. "IN THE CONNECTON: SIMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. -',LAN NAME CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD~ SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE 1. STEEL LINTELS TO BE MINIMAL 36" CUMBERLAND - CARIBBEAN ( ) LINTEL MUST HAVE CORROSION BRICK SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS OR I CEILING JOIST TO ROOF RAFTER FACE NAIL 6-16d 8-GUN NAILS PLATE TO HEADER: RESISTANT COATING OF EPDXY BASED ADJ - ADJACENT LG - Lon SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS DESIGNIpRAWN/CHECKED VENEER GABLE ENDS OR 2-STORY SDWC SCREW JOIST TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS PAINT. I I BM - BEAM MANUF - Manufacture THAN 8' OR OPENINGS LESS ) 24" O.C. CS KM LAP RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS WEATHER BOT - BOTTOM MONO - Monolithic WALLS 2X4 WALL THAN 3'-6" 2. LINTEL MORE THAN 8'-0". SHOULD BARRIER BRG - BEARING OC - On Center HEADER FASTENING SECTION DATE JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board 05.16.17 A ftl T.I A I ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d 3-GUN NAILS EXCEED 6 FT. O.C. w 2-'/4x3" WD. I I DBL - DOUBLE PERP - Perpendicular / DIA - DIAMETER PRE ENG Pre Engineered KING STUD TO FRAMING BELOW: SCALE CONT. HEADER, TWO PIECES FACE NAIL 16d® 16" O.C. 0 EDGE SCREWS INTO HEADER PROVIDE A '/2" LINTEL EA - EACH PSF - Po nds per Square Foot a " CS18 STRAP W 6-10DX1 AS NOTED VERTICAL SLOTTED HOLE FOR SCREW. I ATTACHMENT EE - EACH END PSI - Pounds per Square Inch ° / „ SEE NOTE 2 p q a ° NAILS EACH END. STRAP ATTACHMENT CAt�E3E�� C� CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS I EOR - ENGINEER OF RECORD PT - PRESSURE TREATED STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. ((ww�1F LPA No. 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quick Tie SOLE PLATE CONNECTOR SOLE PLATE ANCHOR BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING. STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS STRAPPING NOT REQUIRED TOLL-17-00439 HORIZONTAL TIES ® 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce LOCATED WITHIN 6" OF PER SCHEDULE w/8-10d COMMONS GABLE ENDS OR SOLE PLATE To JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL 0 8" TIES 0 12" O.C.. FOR 110m h FLASHING FBC - FLORIDA BUILDING CODE SF - Square are Foot AT LOWER LEVEL HEADERS ( P HEADER, q STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN JACK TRUSSES LESS CONTROL No. WIND-ZONE VERT. TIES 0 16" O.C.). SEE PLAN BRICK LINTEL, FDN - FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED MULTI STORY THAN 8' OR OPENINGS LESS NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FT - FOOT SYP - Soithern Yellow Pine SINGLE STORY MULTISTORY 2965 12" OF OPENINGS. PROVIDE /15"0 WEEP SEE SCHEDULE (STACKED WINDOWSZ THAN 3'-6" 3"x0.131"0 = GUN NAILS 2"x0.113"0 = RINK SHANK a FTG - FOOTING THRu - Trough 1 (UNSTACKED WINDOW REVIEWED FOR CODE COMPLIANCE SHEET 2"x0.113"0 = 6d 21/2"x0.131"0 = 8d HDR - HEADER TYP - Typical B TYPICAL HEADER STRAPPING HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL LION - Unless Otherwise Noted CH 3"x0.148"0 = 10d 3/2"xO.162"0 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT - Vertical So.O SEE PERMITS FOR ADDITIONAL SOD 11/2"x0.148"+s = t odxt'/2" 11/2"x0.131"2 = 8dx1'/2" WWF - Welded Wire Fabric REQUIREMENTS AND CONDITIONS ma n C1 SHEET 1 OF 7 REVIEWED BY: ATE: 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 SHEATHING STUD WALL FRAMING PLATE w/ 1O 0 3" O.0 8d COMMON WIRE NAILS w/ 2x SOLID BLOCKING TO BLOCKING 0 3" O.C. AT SHEATHING EDGE / \ 6" 1 BLOCKING ONLY REQUIRED DBL. TOP MAX NOTCH HEADER 7 AT SHEARWALLS AND PLATE BELOW TOP PLATE 2x4 BLOCKING BETWEEN EA. Y STUCCO FINISH I TRUSS. ATTACH AT EACH WALL Lou I'o n t i g o a n d 5-8d COM P RCH SHEATHING, i S E SPECIFICATIONS I °°I PORCH STUD w/ 3-16 NAILS AT EA. Associates, Inc. EACH SIDE B LOW �Q ( •°I FRAMING INTERSECTION. (MIN. OF 16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING 0 I 8-GUN NAILS •.I HEADER, 6-16d BETWEEN EACH TRUSS 0 8" O.C. SHEATHING SPLICE 0 8" O.C. _ 24" O.C. BETWEEN OUTER WALL SEE PLAN. ) 420 Osceola Avenue HEADER & SUPPORT FULL HEIGHT ax. Beach, Florida 32250 & FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. (2)MSTA24 ANCHOR OR DTT2Z ) CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0.131x3" NAILS PERPENDICULAR I STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD PERPENDICWLAR TRUSS Ph. 242-008 Fax.241-9557 BOARD (TYP) IN BOARD (TYP) 3" O.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. DETAIL B FL:CA# 8344 SC:CA# 3579 EACH SIDE FLOOR OPTION A TO PORCH HEADER. WALL FLOOR FLOOR OF SPLICE TRUSS SHEATHING TRUSSES TRUSSES71 24" 16 GUAGE POST BASE: OR JOIST. OR JOIST. 2x4 SYP#2 I STRAP w/11- POT 24" 16 GUAGE 4x4 POST:ABU44 STUD WALL FRAMING SHEATHING SPLICE DIAGONAL 10dx%" EA. END BE OW STRAP W/11- 6x6 POST:ABU66 w/ 2x SOLID BLOCKING FASTEN EA. 10dx%" EA. END LSTA12 FOLDED OVER TOP AT SHEATHING EDGE +�`�'" 't� 1:,•. s . ��i DOUBLE TOP PLATE 8d COMMON WIRE NAILS N END w - - I PORCH. CONTINUOUS OVER-ER / / a++ R.....•,° �� '� PLATE w 5-10d NAILS TO BLOCKING 0 3" O.C. +�+ (`>~ '•. �� \F I / INTO TOP PLATE & 5-10d 3/a" OSB or PLYWOOD 3-1Od COMMONS PORCH HEADER, - 6" NAILS INTO BEAM. SPACE RIM BOARD Y4 --- SHORTER THAN 9�p WALL FRAMING WALL FRAMING FLOOR SYSTEM. ALIGN CEILING SEE PLAN TRA MAX 0 48" O.C. OMIT T WALL VERTICAL JOINTS WITH LINE WALL FRAMING TRAPS SHEATHING IS INSTALLED ROOF TRUSS \ % .• '� :+Z ry MSTA24 �" ROD '� r� STRAPS EPDXIED 6" MIN ON FACE OF BEAM \ N SHEATHING SPLICE WALL SHEATHING •• OR JOIST--,,, .1 \\\ 7t ^y JOINTS INSTALL FLOOR TO ° BLOCKING ONLY REQUIRED 5-8d COM FLOOR STRAPPING PER PLAN VIEW OF ELEVATION VIEW OF 8-GUN ° TRUSS CONNECTION OF OPTION 1 OR 2 PORCH HEADER PORCH HEADER SEE DETAIL B ABO AN a AT SHEARWALLS AND EACH SIDE ! + rt STUCCO FINISH OF SPLICE AT CORNER AT POST AT POST ' ,y.,+ +.+�� NAILS CONTINUOUS 2x6 SYP#2 OPTION 1 OPTION 2 FULL HEIGHT LEDGER FASTEN WITH + , �.. OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL ANCHOR OR N AZ 5-0.131x3" EA. STUD. HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS NOTE 1: 3/e" (OR GREATS ) 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 V 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 F L P E#714 61 1 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 2 TYPI AL PORCH FRAMING DETAILS 3 TYPICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION so.1 071 S0.1 ! SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE S0.1 So. AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/S0.1 FOR ,,,DIAPHRAGM ATTACHMENT WHERE APPLICABLE \ IF TRUSS REACTION EXCEEDS ROOF TRUSS. ❑ 23001b DIRECOVIDE TLY ENIPPLE EATH TRUSS I, SYP#2 2x4 NAILER FASTENED TO TRUSS - -------- V - ---- & FIELD ALTERATION TRUSS. BOT. CHORD w/ 0.131x3 0 3 O.C. II A II I A A I 2-SIMPSON H2.5T. A B A 2x4 SYP#2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOFit B ROOF TRUSS. TR SS. --_-----__ CONTRACTOR SHALL CONTACT LOU O.C. FASTENED TO TOP SDWC 15600 - ---___- PONTIGO 8 ASSOCIATES PRIOR TO PLATE w/ 4-0.131x3" 11'/+" SHEATHING FASTENED TO 0 32" O.C. I( 11 I I MAKING ANY STRUCTURAL FIELD COMMON. MAX. / SCREWS ❑ MODIFICATIONS WHICH MAY VARY TOP PLATE w 10d 0 3" O.C. 16" MAX. SHEARW LL :�] FROM THE INTENT OF THE TS.ANALY CONSTRUCTION DOCUMENTS.ANY FASTEN CATS EACH END w/ rSYP#2 CONT. ATTACH OSB WALL g D D D3-0.131xN COMMON TOE NAILS TOP PLATE AND TRUSS SHEATHING B C g C FIELDALTERNATIONSMADEPRIORTO D BEING APPROVED BY LOU PONTIGO 8 C C ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR w/ 0.131x3 0 3" O.C. EDGE OF IN FEES. 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL OR-/U SHEARWALL n n �� n C C EXTERIOR WALL S $GI 3 $ SW 803 /6 fu ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G PERFOR TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST To POST BELOW WITH 2-CS16 STRAP KING POST TO A - CS16] U ER TO LOWER STUDS A - UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2 EIGHT "" OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d 04'O.C. OSW 8d03 6: (2) CS18 STRAPS SOW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT FLOOR ANCHORS ARE NOT USED TO NAILER w/ (1) ROW 8d TRUSS. 2x4 SPF#2 CONTINUOUS TRUSS. ® EN STUDS TO FOUNDATION ® END STUDS TO FOUNDATION 0 3" O.C. FASTEN TO TOP LEDGER FASTENED SW 8d03 6: HTT5 OR HDU5 5W 8dO3/6: HTT5 OR HDU5 HEADER DOWN CONNECTION HEADER UP CONNECTION PLATE w/ (2) ROWS 7/ie" OSB TRUSS WEBS WITH _ _ SOLE PLATE ANCHORS SOLE PLATE ANCHORS CONNECTION CONNECTION OF 8d 0 3" O.C. BLOCKING w/3-0.131x3" UPLIFT CONNECTOR UPLIFT CONNECTOR PANEL / 4 SHEARWALL NOTES: EE SCH DULE ON DETAIL 3/S0.0 EE SCHEDULE ON DETAIL 3/S0.0 CALL OUT _ CALL OUT 2x4 SPF FLOOR COMMON. 1. AT ROOF TRUSS, ALL AROUND f ``' FRAMING5z1 T CONTRACTOR MAY SHEARWALL NOTES A H2.5T ® 32` O.C. TOP BOT A LS18 ® 32" O.C. SYP#2 2x4 NAILER FASTENED CHOOSE A,B,C,D, OR G. 1. PROVIDE Vie" OSB SHEA HING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B I SEE PLAN Uj {..i..l TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" PROVIDE 2x BLOCKING AT LL PANEL EDGES. ❑ (2) ROWS 0.131x3" 0 3" O.C. 3-0.131x3" NAILS 0 6" O.C. O.C. FASTENED TO TOP 2. USE ALTERNATE A. C (1)MSTA24 STRAPS C (2)CS16 STRAPS INTERIOR PLATE w/ 4-0.131x3" AT 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 HGT THREADED ROD SEE PLAN SHEARWALL. 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 TRUSSES. EXTERIOR WALL ALTERNATED ALTERNATE E (TYPICAL) 3. FASTEN ALL INTERIORS TO ROOF OR FLOOR TRUSSES PER 5/SO.1 LUI U ALTERNATE F 3. USE ALTERNATE E & F FOR FLOOR 4. INSTALL INTERIOR FOOTI G BELOW SHEARWALL PER DETAILS ON S1.0 ATTACHMENTTRUSS 7 ; 5 SHEARWALL ATTACHMENT AT ROOF 8 FLOOR s TYPICAL SHEARWALL ELEVATION WHEN 7 HEADER TIE DOWN �. S0.1 S0.1 PROVIDE SOLID BL CKING WITHIN FLOOR SYSTEM AT SW END POSTS. OTED SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Q O W 8d COMMON NAILS 4-12d TOE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE BRAdNG NOTES AND SPECIfTGAT101Jc Ln AT 3" O.C. TYP) ROOF NAILS (T .) 2x4 SYP#2 OUTLOOKERS TRUSS BRACING 1. ALL BR ( TRUSS 0 24 O.C. ) ACING LUMBER SHOWN, EXEPT 2x4 BLOCKING. FASTEN FOR T-BRACE SHALL BE 1x4 SYP#3 :D WALL STUDS WALL STUDS EACH END w/ -10d H3 OR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. . (LION) AT 16" O.C. AT 16" O.C. FASTEN To ROOF FRAMING BELOW Q ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRACE PER 2.)BRACING LUMBER SHALL INTERSECT COMMONS (4) TRUSSES APPLIED I•I THE WEB OF THE BRACED TRUSS, PER TO BACKSIDE OF WEB. UJ r ' ('<"' AMP OVERFRAME RAFTERS, SEE PLAN. LI DELEGATED TRUSS ENGINEER. W pp ll O '•1 2X6 I I 3.)PERMANENT PERMANENT BRACING ROOF TRUSS ROOF TRUSS ANGLE BRACING APPLIED TO I'I WHERE NOTED ON TRUSS MFR. SHOP Z SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS. I.I DRAWINGS. THE CONTRACTOR SHALL SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER PROVIDE 1x4 SYP#3 OR BETTER �� W TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. THESE STRAPS II BOTTOM CHORD BRACING G MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 REQUIRED FOR BRACE GABLE END TRUSS. WEB w 12d 0 6"O.C. l•I PERPENDICULAR TO TRUSS BOTTOM T-BR CE :TO BE THE II CHORDS AND ATTACHED TO EACH BLOCKING WHEN OVERFRAME I•I TRUS WITH 2-8d COMMON NAILS. AT A-SINGLE LEDGER B-DOUBLE LEDGER ALT, TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0". LESS THAN 4'-0" FASTEN w/10d COMMONS SAME SIZE, SPECIES, PRODIDE MTS12 OR CS16 DIRECTLY 2X4 2 SYP BLOCK 0 EACH 11 GABLE END WALLS PROVIDE DIAGONALS VERTICAL VERTICAL 0 6" ON-CENTER # � AND GRADE AS WEB REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING ROOF MEMBER. BETWEEN OVERFRAMING RAFTER GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE I•I AT END WALLS PROVIDE DIAGONALS O O AND ROOF MEMBER. TRUSS SHOP DRAWING FOR QTY. AND TO ¢E BRACED. APPROXIMATELY 45% END W/ 3-10d TOENAILS II ( ) TO THE - 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-/4"0x6" SDS SCREWS LOCATION. � MORE THAN (1) LATERAL l•l ADJACENT EXTERIOR PERPENDICULAR 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-/4"0x6" SDS SCREWS BLOCK TO DBL TOP BRACE IS NEEDED, OVERLAP BRACE I I WALL BETWEEN EACH LINE OF BRACING v 1251-1540 2x10 w/ 10-0.131x3" irk AS SHOWN. 1540-1850 2x12 w/ 12-0.131x3" PLT W/ 2-H2.5T CONSTRUCTED OF THE SAME BRACING TO FORM A ZIGZAG PATTERN ALL 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 � 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 l BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. g-10d LINE OF BOTTOM CHORD BRACING AT A X-BRACE w/ 2-16d INTO BOTTOM COMMONS I LSTA12 0 48" O.C. Q$ DBL TOP PLT MAXIMUM SPACING OF 20 FEET. TYPICAL 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 VNiEN WIEN SHEATHING OVERLAPS GABLE 12" MIN 11 PERMANENT TRUSS BRACING FRAMING OTED TRUSS TO LEDGER CONNECTION BY TRUSS OTEO SOA USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS VALLEYS ETC. 10.1 - S0.1 SCALE: 3 4" = V-0- ENGINEER. � NOTES: 1. SPACE GABLE END BRACING 0 4' 6" MAX. / MIN 2 PLY STUD MIN 2 PLY STUD ENGINEER. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP 2 # IN LIEU OF 2 STUDS: IN LIEU OF 2 STUDS DETAILS ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS RUSS IXI ANCHORINGFULSPECIFICATIONS (1)MSTA24 STRAPS STUD MIN 2 PLY FASTEN G STUD FASTEN w/12- @ D HEIGHT TO SISTER A TO SISTER A OR BEAM GIRDERORBEAMWASHER PLAN (2)MSTA24 STRAPS 0.131x3" GUN 0.131x3" GUN NAILS 60 J THE THREADED ROD ANCHORING FOLD OVER TOP PLATEN SIMPSON HTT5 OR � F Y Y / OFFICE P FULL HT. ANCHORING SYSTEM. FASTEN w/18 10d FOLD OVER TOP PLATE MAILS (2)MTS72 UPLIFT SOLE DOUBLE - SYSTEM SHALL CONSIST OF %*0 A307 THREADED FASTEN w/18-10d HDU5. FASTEN o (2) TS12 PLATE FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE / ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE 26-10d COMONS DOUBLE TOP -CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE SIMPSON DTT2Z HE NOT LE DIMENSIONS FROM PLATE SEE PLAN t TOP PLATE, PROVIDE A 2"x 2"x X" STEEL WASHER. w/8- Y4"x%" THESE DRAWINGS.IF A DIMENSIONS WALL STUD ► FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDS SCREWS UNCLEAR REFER TO THE ! - ROD AT ALLEPLATE PENETRATIONS " FULL HEIGHT STUD •o; LTT20BSIMPSON FULL HEIGHT O (2)H2.5T ARCHITECTURAL DRAWINGS OR A OR POST. (TYP.) OD 2 H2.5T CONTACT THE E.O.R. O . MINIMUM 2 PLY LTT20B THREADED FULL HEIGHT l� MINIMUM Yz THREADED ROD WITHIN 6" '0F MINIMUM - THREADED ROD PROVIDE A HOLE IN THE PLATE 14" LARGER THAN THE2 PLY EPDXIED 4 MIN OR GIRDER SEE PLAN) 2 PLY AT 2ND STORY PLAN NAME SEE PLAN ELEVATION DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD STUD AT 2ND STORY " THREADED • • yP TITEN H I STUD STUDS PROVIDE r SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT STUDS PROVIDE ROD EPDXIED „ CUMBERLAND - CARIBBEAN O' O SIMPSON CNW OR EQUAL MAY BE USED IN CASES °° )2 THREADED ROD 2 CS18 STRAPS O ANCHOR ( ) AGAINST PLATE 1 CS18 STRAPS 7.5" MIN . DESIGN/DRAWN/CHECKED C WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE EPDXIED 4" MIN OR AT BASE OF STUDS OPTIONAL, LOCATE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED AT BASE OF STUDS ( STEEL COUPLER ! SIMPSON TITEN HD ROD COUPLER )2x6" TITEN HD (FLOOR TO FLOOR) CS KM LAP AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE (FLOOR TO FLOOR) AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO RODS - THD37634RC ( "X63'4") 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 SECURED OVER THE WASHER TO A SNUG-TIGHT w/8- X"X11 " HTT5 " ROD = HTT5 SCALE _FLOOR CONDITION PWS ONE-HALF TURN OF A STANDARD SDS SCREWS BTOROUE� UILT-UP POST, BUILT-UP POST, FRAMING THREADED A C OD E F DUE H SHRMCAGE AND S OF BUILDING SEE PLAN. SEE PLAN. AS NOTED FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-TIGHTEN NUT TO 30 LPA No. THREADED ROD-- FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-LBS. OF TORQUE AFTER ALL TRADES ARE SEE PLAN PER PLAN. 3/8 '/z"0 '/z"0 2x2x'/e" 4" 4" 2" 3" TE � PRIOR TO IN�A7M• TOLL-17-00439 EMBEDMENT 5/8 3'4"0 3/4"0 3x3x'/4- 7.5" 12" 2}2" 3` EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 DTT2Z LTT20B CONTROL No. DEPTH O MONO STEM MONO STEM DRILLED EMBEDANCHORED. MENT D EDGE INSTALLATION "ALTERNATE FOR „ALTERNATE FOR OPTION 1 OPTION 2 2965 FULL HEIGHT ANCHOR REQUIREMENTS FULL HEIGHT ROD 5/� FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL SHEET WALL SECTION THREADED ROD INSTALLATION CHART 3/g" FULL HEIGHT ROD ALTERNATE 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM 13 ATTACHMENT 14 FULL HEIGHT THREADED ROD 15 HOLD DOWN ATTACHMENT DETAIL WHEN 1s GIRDER / BEAM STRAPPING SOA SO.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 S0.1 ALTERNATE S0.1 OTED S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHEET 2 OF 7 i OVERLAP SIDEWALL TOP PLATE OVERLAP SIDEWALL ALWAYS PLACE TOP PLATE HEADER AT CRIPPLE TOP OF ROUGH STUD OPENING GARAGE . .. . . . . . . . . . . . HEADER GARAGE HEADER, GARAGE HEADER, ALWAYS PLACE GOAL POST. FASTEN TO STUD SEE PLAN SEE PLAN HEADER AT FULL HEIGHT TOP OF ROUGHLA PACK WITH 2—ROWS OF 16d THREADED ROD---,,' Lou P o n t i g o a n d UAW 2)20ga STRAPS OPENING SHANK NAILS ® 12" O.C. Associates, Inc. HEADER TO JACK H GARAGE DOOR THRU TEXTEND HEADER TO EE T BUCK DIRECTLY INTO FAR SIDE OF WALL SPLICE 2x6 x 4'-6" P.T. SYP NO.2 420 Osceola Avenue (2)2x6 KING STUDS HTT5 W/ PACK, PER GARAGE DOOR (2)MSTA2 (2)MSTA246x6 POST AS SHOWN. EXPOSED RAFTER TAIL TO EACH ROOF Jax. Be ch, Florida 32250 TRUSS ® 24" O.C. Ph. 242-0;908 Fax. 241-9557 (2)2x6 JACK STUDS " THREADED ROD ER 4'—O"x4'-0" PIECE OF WALL FL:CA# 8344 SG CA# 3579 EPDXIED 12" o SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER (2)2x STUD CORNER %" THREADED ROD o o JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A 3• EPDXIED 12" ALWAYS PLACE AND (1) SHOWN) 6 6 6 6 6 6 HEADER AT KING. PRE—ENGINEERED- P.T. SOLE PLATE TOP OF ROUGH FASTEN SHEATING TO HEADER w/ 8d COMMON QJ3 GALV. BOX NAILS WOOD ROOF TRUSSES. 2x SPF BLOCKING .+ GARAGE HTT5 w OPENING IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING 12d COMMON \ RIPPED TO FIT !, FLOOR SOLEAPLATE NCHOR " THREADED ROD JACKS AND KING WIRE NAILS WITH GAP SHOWN '••. (STUDS, BLOCKING & SILLS) TYP. STUDS PER PLAN. ® 4" 0.C. �',>• EPDXIED 12" STAGGERED ' +• SOFFI T. SEE °O SOLE PLATE 'd^ ray cv ANCHOR a a GARAGE WING WALL SECTION HTT5 w/ DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS V) ARCH. tiro. � 1 � ..+ M THICKENED SLAB EDGE " THREADED ROD AT GARAGE OPENING. EPDXIED 12" 6x6 POST WITH ABU66 P.T. SOLE s DOUBLE—/fm S AT 1x4 P.T. SYP a ° ° PLATE THICKENED SLAB EDGE AT EPDXIED THREADED NED ROD 1'-4" FASCIA +� '• C • Q ` N 8 <°. NOTES: GARAGE OPENING. TOP PLATE 4 .°• RI +.•�.� �1� 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. ° A °�. e< TERMINATE AT GARAGE WING WALL ELEVATION q ° e SHEATHING MAYui� � �t a TOP OF DBL. Christopher J Sabourin PE TOP PLATE. FL PE#71461 HEADER FRAMING 2 GARAGE CENTER WALL FRAMING 3 GARAGE WING WALL FRAMING LESS THAN 12" 4 RAFTER TAIL DETAIL REVISIONS DATE MEN1 GARAGER RA wI�N OLEO SO.2S0.2 OTED SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.2 SCALE: 3/4" = 1'-0" JACK STUD JACK STUD Can AT DOOR AT DOOR FIELD ALTERA�•ION CONTRACTOR SHALL CONTACT LOU Y4"x312" PLAN VIEW TAPCON PLAN VIEW SIMPSON LTT208 PON IGO&ASSOCIATES PRIOFIELD R TO RECESSED IN SLAB MAKING ANY STRUCTURAL MODIFICATIONS WHICH MAY VAR SCREW FROM THE INTENT OF THE ORIGINX- w/X" THREADED CONSTRUCTION DOCUMENTS.ANY ROD EPDXIED 4" FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR CONC. CONC. INSPECTION FEES. SLAB SLAB ELEVATION VIEW ELEVATION VIEW OPTION A OPTION B U V wHa 5 FRONT ENTRY )AMB FASTENING Q Ln OTED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Uj I 0 W W J U w O Z � Q � w pp -� LA J Q J � U.1 CU Z m F O C _! U �MISC FRAMING DETAILS ISI L NOT SCALE DIMENSIONS FROME DRAWINGS.IF A DIMENSION ISUNCLEAR REFER TO THE RCHITEC;TLAZAL DRAWINGS OR CO TACT THE E.O.R. PIILAN NAME CUMBERLAND — CARIBBEAN DESIGN/DRAWN/CHECKED CS KM LAP DATE 05.16.17 SCALE AS NOTED LPA No. TOLL-17-00439 CUNTROL No. 2965 SHEET OFFICE COPY S0*2 SHEET 3 OF 7 SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE DESIGNATES SAWCUT UNE MAW ® INTERIOR LOAD BEARING WALL Maw DESIGNATES SLAB RECESS Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA# 8344 SC:CA# 3579 r``',`�,l,Mti`��intn,laNr�,p ','i,, M • � N • i C_ • i 7} h 76,_9„ -4 S`A F $ o 70,_0„ 5P-511 ti,,,� �,n,••,..,,.....a`„� v 4'-7p' ►uuuun 01 1 1 3 Christopher J Sabourin PE 2 � S1.01 S1.01 S1.01 L S1.01 FL PE#71461 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REVISIONS DATE 3 F .0 � I I i S1.01 I KX - - 9B I 13'-6" 7'-1" ° I I 51.01 FIELD ALTERATION I to 713 I^41F3. ' CONTRACTOR SHALL CONTACT LOU PONTIGO$ASSOCIATES PRIOR TO I I S1. 1 S1.01 MAKING ANY STRUCTURAL FIELD N FROM THE INTENT WHICH MAY VARY FROM THE NTENT OF THE OR�,INAL S1.01 , I FIELD ALT TION DOCUMENTS.ANY SAWC_U_T I - O FIELD ALTERNATIONS MADE PRIOR TO N BEINASSOCIATES DBY LOU MAY RESIN O$ O ADDITIONAL ENGINEERING OR INSPECTION FEES. O 1 � N I S1.01 o I Q 4» I N V N I VP I o 9B 1 1.1 = z S1.01 CO U LD STAIRS BY 3 8 STAIRS BY " � L_J � 17J BUILDER I S1.o1 1.01 BUILDER Q 4 I 1 -10" 0j w O I S1.01 . I C\j ^0 0 MONO FOOTING TO M STEMWALL w/ 2-#5x30" Q 1 I DOWELS EPDXIED 6 MIN. f \ I ' i � I PROVIDE 2-#4x4'-O" C° U MONO FOOTING TO o _ CORNER CRACK BARS 1 I I I - - - - - AT SLAB MID-DEPTH. STEMWALL w/ 2-#5x30" � I `n o Z 4" CONCRETE LAB w/ DOWELS EPDXIED 6" MIN. 3'-0" 6'-9" MESH @ 1.5 LBS CU.YD. 10 FIBER / S1.01 OF CONCRETE DR 6x6 W1.4xW1.4 _- --- I O 10 WWF ON 6MIL VAPOR BARRIER - IN PREPARED 'RADE. Q SLIDING GLASS DOOR I o W STAIRS BY ! I FRAMES MUST BE RECESSED I o _ PAVERS I r ^ BUILDER I SEE ARCHITECTURAL PLANS I BY OTHERS I I V 1 FOR LOCATON OF SLIDING o C:) 0 I I 10 GLASS DOORS. . 10 PROVIDE SAI CUTS PER 0 S1.0 1 `n 8 . , oI J W PAVERS COORDINATE WITH FINISH gSLO1 I FLOOR MATERIAL. O BY OTHERS ( I 51.01 z MONO FOOTING TO ,� MONO FOOTING TO I I N STEMWALL w/ 2-#5x30 STEMWALL w/ 2-#5x30 8 in 8 DOWELS EPDXIED 6" MIN. DOWELS EPDXIED 6" MIN. I S1.01 S1.01 - - - - - - - - - - ( S - - - - - - - - - - - - - - - - O O - - - - r�g - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - 5'_11 „ 9$-2" S1.01 10„ 10x10 MASONRY PIER w/2 6'-9» 5 VERTICALS. TOP OF 10„ 10'-0" 66'-9" 10x10 MASONRY IER w/2 # #5 VERTICALS. T P OF PIER PIER IS 6" ABOVE PAVERS. 76'-9" IS 6" ABOVE PAVERS. (TYP) FOUNDATION LAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. tL PLAN NAME FOUNDATION PLA CUMBERLAND - CARIBBEAN FOOTING SCHEDULE AND NOTES SCALE: 1/4" = 1'-0" DESIGN DRAWN/CHECKED CS KM LAP TYPE LENGTH WIDTH DEPTH BOTTOM BARS DATE F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. 05.16.17 F2.5 2'-6" 2'-6" 1' SCALE -0" 3-#5 EA. WAY BOT. F3.0 S-O" 3'-0" 1'-0" AS NOTED 3-#5 EA. WAY BOT. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 4-0" TOLL-17-00439 1'-0" 4-#5 EA. WAY BOT. LPA No. ' CONTROL No. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE SHEET FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, 2965 STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. OFFICE COPY sto 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 4 OF 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. CORNER BARS (TYPICAL) SOLE PLATE ANCHOR AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 —#5 CONT., PROVIDE � 4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS TYP. SEE 7B/S1.01 8 CMU OPEN BOTTOM LINTEL SEE 3/S0.0 Lou �'ontigo and FOR TEMPORARY BRACING BLOCK w/ 1—#5 CONTINUOUS Associates, Inc. LAYOUT PLAN AND F 1-5;z 7 - /WHEN SPECIFIED ON PLAN. SEE ARCH PLAN PERMANENT LATERAL SUPPORT DETAIL. SLAB ON GRADE, 51» SLAB ON 4200sceolaAvenue • 2 , ¢ �- ----- Ph. 242-0908 Fax. 241-9557 SEE PLAN. I °. .��°I a GRADE, ° Jax. Beach, Florida 32250 - —— -- a SEE PLAN. FL:CA# 8344 SC:CA#3579 GRADE OR CONC. /`��'� SLAB, SEE PLAN. 4 DOWEL TO MATCH VERT. `/ ` \\ / # /`� SLAB ON 8 CMU STEM WALL W/ �,:';C . , '''•,�� STEMWALL SCHEDULE may; �j STEMWALL REINFORCING (SEE \ /'`� SHOWER PAN SLOPES TO DRAIN, SEE ARCH �4 ° � ;__ #4 VERTICAL DOWEL @ 24 O.C. ,' : Y • O 0 �\/ PLAN. MAINTAIN MIN. SLAB THICKNESS. GRADE— ° 4 f ;' 90• BEND INTO FTG. ;: r, CMU - I SCHEDULE) w/ 6 HOOK INTO 00 z i� ,��,\\� SEE PLAN ° ` \ ; `" 1�t 7- 4 COURSES REINFORCING °4 �� FOOTING. LAP VERT REINFORCING „ 25" IF STEMWALL IS GREATER 1 TO 6 #4 VERT. ® 48 O.C. •. ° . \� �' a ��/l ° ..a1r� F -. THAN (3) COURSES. �\ �r / /\ - 7 TO 10 #4 VERT. @ 24"O.C• v 'a ° • ° CONTINUOUS CONCRETE .�`�' •40 i� • �k'aa ° ° ° a. STEMWALL SEE 1 S1 .01 ' •' Q' N CONT. CONCRETE FOOTING , r`� '�, '��': 11 TO 12 #4 VERT. @ 8 O.C. \� `\ �� FOOTING a :r, - C STEMWALLS OVER 6 COURSES TO 8"d x 16"w 1—STORY, w/(2)#5 CONT. TYP CLEAR 'yiyn�� HAVE TRUSS TYPE HORIZ. JOINT 10"d x 20"w 2—STORY, w/(3)#4 OR (2}#5 CONT. Christopher I Sabourin PE REINF. BETWEEN EVERY OTHER 10"x20" F L P E#714 61 COURSE. FILL CELLS SOLID. w/ 2—#5 CONT. REVISIONS DATE 1 STEMWALL FOOTING r2 FOOTIN W/ SHOWER RECESS 3 GARAGE STEM WALL S1.01 SCALE: 3/4" = 1'-0" �-O (IF REQUIRED) S1.01 (IF REQUIRED) TYPICAL WALL FRAMING AND ANCHORAGE FIELD ALTERATION PER CONSTRUCTION SPECS. CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL 14ELD 1 #5 CONTINUOUS, PROVIDE MODIFICATIONS WHICH MAY VARY ° 4 FROM THE INTENT OF THE ORIGINAL CORNER BARS (TYPICAL) �----- CONSTRUCTION DOCUMENTS.ANY 12" HOOK INTO SLAB. STEP' SEE / FIELD ALTERNATIONS MADE PRIOR TO ARCH. ° 4 BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ( ) EQUAL TO SLAB 4" M AX. ADDITIONAL ENGINEERING OR IN5PECTIONFEES. THICKNESS. SLAB ON GRADE, 7B @ SLAB RECESS SEE PLAN. ° Q BRICK VENEER IS Z ACCEPTABLE, WITHOUT 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. r ° SLAB ON ELASTOMERIC SEALANT SEE PLAN 2—#5 CONT. STEP, SEE ARCH. PLAN. SLAB ON ' ' t W W 90' BEND INTO FTG. SEEAPLAN --DE— � =— °—:" �.� SLAB ON j _ M GRADE, W ,.. ° — — —= ° GRADE, - `' f , SEE PLAN. ------- -------- 00 NOTES: — °. — SEE PLAN.nD 1) PROVIDE SAWCUT ' TO CREATE \L, / 4 ° / �f f`yam` ° CONTINUOUS CONCRETE °' ° APPROXIMATE 12' X 12' MAX. SQ. �j �� f\ �` � FOOTING ) 2 SAWCUT CONC. S_AB WITHIN 4 TO z 3 CLEAR 12 HOURS OF CONC. PLACEMENT. OPTIONAL � TYP 8"x16" 1 —STORY, w/(2)#5 CONT. Q 2 FLAIR 8"x2O" 8"x1 " 1 —STORY, w/(2)#5 !CONT. z ^ 10"x20" 2—STORY, w/(2)#5 CONT. w/ 2—#5 CONT. "x 2—STORY, w/(2)#5 CONT. r/ , W T-),, STEMWALL AT GARAGE 5 SAW CLT DETAIL 6 BIEARING AT INTERIOR MONO. FOOTING AT STEP-DOWN m J cn �01 ::) SCALE: 3 4" = 1'-0" S1.01 S1.01 S1.01 � �/ i � J D 0 h W z 00 TYPICAL WALL FRAMING MATCH DOOR 3/4" AND ANCHORAGE PER PAVER BY WITH, SEE ARCH. RECESS CONSTRUCTION SPECS. BOND BEAM w/1—#5 OTHERS SLAB ON ° °r I- d. GRADE, SEE PLAN. PAVING X 104 j\8" MASONRY BY BUILDER ° SLAB ON MISC FRAMING � \ �STEM WALL w/ 12"x12" 105 CONT. ��-�°° GRADE, 9B ° SEE PLAN. C) / 1— 4 @ 48" 0.C. GRADE OR CONC. N # E.J. F4 �SLAB, SEE PLAN. �� MATERIAL a w1 1 DETAILS SLAB ON GRADE, SEE PLAN. \�� . 4° \—� ALT. FOOTING AT BUILDERS DISCRETION. THESE DRA4�INGS.IF A DIMENSION IS „ DO NOT SCALE DIMENSIONS FROM a ° /1 THICKENED EDGE g xg #3 @ 48 O.C. OR UNCLEAR REFER TO THE w/ 1—#5 CONT. DETAIL 9A ROD CHAIRS (TYP.) ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. (2)#5 CONT. / � / /�� , 12" PLAN NAME 2" THICK x 20" WID w/(2}#5 CONT. CUMBERLAND - CARIBBEAN DESIGN/DRAWN/CHECKED CS KM LAP 8 PORCH STEM WALL 9 THICKENED S B 1 o MONOLITHIC EDGE FOOTING DATE 05.16.17 �01 �-o �01 SCALE AS NOTED LPA No. TOLL-17-00439 CQNTROL No. 2965 SHEET OFFICE COPY S1 .01 SHEET 5 OF 7 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 OF PSUPPORT HEADER.KING STUDS NEEDED Lou Ponti8o and ---- BEAM OR TRUSS, SEE PLAN Associates, Inc. ANCHOR LEGEND 420 Osceola Avenue Jax. Beach, Florida 32250 V A307 DIAMETER FULL HEIGHT Ph. 242-01908 Fax.241-9557 THREADED ROD, SEE DETAIL 12/S0.1 FL: CA# 344 SC:CA#3579 X5 " A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 xOxkgN11� AAAAIAq� A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR I TOP PLATE, SEE DETAIL 12/S0.1 ° s s� N " A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 , o SIMPSON HTT5 SEE DETAIL 15/S0.1 �� `w< � W ;� � C 1 .tlt, N tn SIMPSON DTT2Z SEE DETAIL 15/S0.1tirrjlYi�L Christopher J Sabourin PE (2)2x6 H SHEATH WALL CONTINUOUS SIMPSON LTT20B SEE DETAIL 15/S0.1 FL PE#71461 SPF#2 _ POST. (2)2x8-1/2 (2)2x6-1/1 (2)2x6-1/1 (2)2x6-1/1 THRU BUMP OUT WALLS. WALL STUD SCHEDULE �EISJONS DA-ri (2)2x6 SEE DETAIL LOCATION PLATE STUD SIZE SPF#2 1/50.2. ! HEIGHT & SPACING OSB WALL I POST. I ' I EXTERIORMAX 2x4 SPF#2 O 16" O.C. SHEATHING. I I NN 10,_1 2x6 SPF#2 O 16" D.C. sr EXTERIOR MAX 2x4 SPF#2 O 12" O.C. I 10'-1 TO N N EXTERIOR 14,-0" 2x6 SPF#2 O 16" O.C. ° ^ ^ INTERIOR 1MAX-0"X2x4 SPF/#2 O 16" O.C. 04 ? C I FA TEN TOP OF WALL I v I I SHEATH WALL CONTINUOUS INTERIOR 12'-0" 2x6 SPF#2 O 16" D.C. sr FIE ALTERATION -� { \ I I I MAX 2x4 SPF#2 O 12" O.C. -- -- _.-- M I PE DETAIL 5/S0.1. I THRU BUMP OUT WALLS. CONTRACTOR SHALL CONTACT LOU I SMD lIAlE� PONTIGO$ASSOCIATES PRIOR TO SEE DETAIL 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE INTENT of THE ORIGINAL M i 2/SO.2. I CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS.ANY N I I 1 ARCHITECTURAL REQUIREMENTS. FIELD ALTEIjiNATIONS MADE PRIOR TO �p I BEING APPROVED BY LOU PONTIGO 8 X SHEATH CONT. THRU I L -1 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN liNI I YELLOW PINE ADDITIONAL ENGINEERING OR CN PERPEN7DICULAR WALL IN�PECTIONFEES. O 1 I I 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 1 N I N 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS VP I I \ I \ TO CONCRETE SLAB w/16d MASONRY CUT NAILS O 16" O.C. I I MINIMUM. SEE 3/S0.0 FOR ADDITIONAL ANCHORS AT L _ N_ N SHEARWALLS o I x x I COMBINED USE PANEL NOTES 7 z CC ® � N I I N > -- \ SEE DETAIL I I vU L9 1. EXTERIOR WALL SHEATHING SHALL BE � / CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST / � 120 i ) 1 S0.2. SHEATH WALL CONTINUOUS V J Q / THRU BUMP OUT WALLS. TOP PLATE. SEE DETAIL 1/50.1 FOR SHEATHING v (2)2X6 I SPLICE LOCATIONS FOR MULTI STORY CONDITIONS ' r I \ -\I _ _ W ~ POST. 1 _ 2. SEE SHEET SO.0 FOR WALL SHEATHING 7 1l- ( I I (2)2x12 SPECIFICATIONS. /," -L-- J 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN J STRAP HEADER TOP PLATE TO STUDS w/ X I DETAIL 1/so.o PER 7/S0.1 Uj SDWC15600 0 48 O.C. � N r I N I 4. INSTALL SOLE PLATE ANCHORS PER DETAIL N11-11 3/S0.0 N 7 (2)2x8-1 GENERAL NOTES -- Z1. SEE DETAIL 2/S0.0 FOR WALL FRAMING DETAIL. O SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, w I p (� N PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER Lv O Q I co N I PLIES. 1Ln I N N I 2. SEE SHEET SO.0 FOR ROOF AND FLOORco : N ° I 0 N 6X6 P.T. SYP#2 POST SHEATHING SPECIFICATIONS. :D N ~ w ABU66. SEE DETAIL CID / 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE N I 2/S0.1. (TYPICAL) PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES N � ( TOGETHER PER DETAIL 6/SO.O Q N 4. INSTALL SOLE PLATE ANCHORS PER DETAIL w 3/SO.O 0N ^ Z I 5. AT SHEARWALLS, PROVIDE DIAPHRAGM I, PROVIDE MIN. PROVIDE MIN. I N � ATTACHMENT PER DETAIL 5/SO.1 I (2)INTERMEDIATE JACK (2)INTERMEDIATE JACK I N ♦� m 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT W 6x6 P.T. SYP#2 POST I STUDS. FASTEN TOP & 7q STUDS. FASTEN TOP & TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 w/ABU66. SEE DETAIL 3 2x1 BOTTOM w/ SDWC15600� E BOTTOM w/ SDWC15600 _ ( ) 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING 2/S0.1. (TYPICAL) - - - - - - AND HOLD DOWNS (2)2x6-1/1 STRAP HEADER (3)2x8-1/2 STRAP HEADER (3)2x8-1/2 (2)2x12 O O SEE 3/S0.1 FOR BEAM H PER 7/S0.1 PER 7/S0.1 SEE 3/S0.1 FOR BEAM CS18 STRAPPING DETAIL J U CONN. (TYPICAL) CONN. (TYPICAL) CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. WALL FRAMING W z O J NO NAILS REQUIRED FIRST FLOOR FLOOR IN CLEAR SPAN FRAMING TRUSSES M OR JOIST. z PLAN WALL FRAMING i ``' SHEARWALL NOTE: SW: 3/6 0 CS18 STRAP w/ 10" SW: /6 DESIGNATES SHEARWALL END LENGTH. FASTEN NAILI G - 8d @ 3" EDGE AND 6" "FIELD" THIS END w/ 9-10d. LARCHITECTURAL T SCALE DIMENSIONS FROM $ DRAWINGS.IF A DIMENSION 5 ER TO THE SOLE PLATE ANCHORS - SEE SCHEDULE ON FDRAWINGSOR CONTACT THE E.O.R. ON DETAIL 3/SO.0 FIRST FLOOR FRAMING PLAN SCALE: 1/4" 1'-0" ; (CUMBERLAND P!ILAN NAME - CARIBBEAN = SOL DESIGN/DRAWN/CHECKED PLATE ANCHOR SPACING SCHD `{ cs KM LAP ALL EXTERIOR WALL 42" O.C. DATE UNLESS OTHER NOTED I� 05.16.17 SHE WALLS 24" O.C. SCALE (SW OY/6") 4S NOTED I LPA No. SO PLT O WHEN NOTED ON PLAN TOLL-17-00439 SEE NOTE 2 CbNTROL No. 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 2965 3/30.0 SHEET 2. AN HOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT ® 36" = 36" OFFICE COPY 1 .1 ON CENTER SPACING SHE�T 6 0F 7 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET ,SQa 4. WHEN USING (2)H2.5T CLIPS ON 1'/," WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSSAssociates, Inc. FASTENING DETAILS 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL:CA# $344 SC:CA#3579 � l'q Nio 6 � O S •• Jr ••• N STUD DIRECTLY TOP PLATE TO "'u"u"�" ` RAFTER TAILS, 4 BELOW TRUSS SO.2 F(97 SDWC15600 STUD SDWC15600 HTS16 SEE DETAIL 4/S0.2 HTS16 Christopher ) Sabourin PE FL PE#71461 TRUSS TIE DOWN WITH SIMPSON SDWC REVIoNs DATE 'S✓p3 61 OSB BLOCKING PER Rafter to Top Plate shown DETAIL 1/S1.2 Truss to Top Plate similar EJ17 06 Optimal 221¢' 10 0' EJ07 EJO 30' o 4 FIELD ALTERATION EJO SO.2 CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO RAFTER TAILS, BELOW TRUSS MAKING ANY STRUCTURAL FIELD WHICH MAY VARY SEE DETAIL 4/S0.2 EJ07 EJ06 Y2"Max MODIFICATIONSFROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY _ FIELD ALTERNATIONS MADE PRIOR TO RAFTER TAILS, SDWC15600 TOP PLATE TO BEING APPROVED BY LOU PONTIGO a EJ07 EJ06 ASSOCIATES MAY RESULT IN SEE DETAIL 4/S0.2 STUD SDWC15600 ADDITIONAL ENGINEERING OR ' INSPECTION FEES. 4 O 01 co � Note: 1. Sloped roof rafters may be sloped up to and including S0.2 EJ07 Fes- F- F- H H a 12:12 pitch and must be "birdsmouth" cut. EJ06 2. Reference detail 4 for installation instructions. EJo ° SIMPSON SDWC INSTALLATION RANGE = Z o EJ06 2 �../ EJ06 U EJ07 SO.1 C14 C14 a a a 0 6' 0 0 �j 0 < Ln a a 0- a a a a EJ06 EJO t i , W M _ a (2)HTS16 W Q i� EJO N ; Cf) 't LO t0 I-- 00 EJ07 Imo- H Hi' H U w = z (2)HTS1 STUD NOT DIRECTL Z H CEILING SHEATHING BELOW TRUSS O PORC AT BOTTOM CHORD OF 2 SDWC15600 TRUSS SEE 2/S0.1. �� ' r S0.1 Note: Reference detail 2a for installation angle limit Uj cn I SDWC INSTALLATION Rafter to Top Plate shown 2 I PORCH CEILING SHEATHING (Truss to Top Plate similar) J � S0.1 AT BOTTOM CHORD OF Uj, r TRUSS SEE 2/S0.1. O Z STUD NOT DIRECTL MM HTS1 i 1� BELOW TRUSS W O N r O 00 co u7 't It 10 C7 N O O) 0 0 � C+7 N N N �"� �- T- T-�- T- T- V- � � � � r T � T- O O 0 O O O H F- F- F- F- F- F- F- F- F- F- F- F- F- F- F- F- F- F- F- F- F- F- F- E ® Do not install SDWC inHII III 11 11 F-1F 11 O hatched area O SDWC15600 r 1 HTS 16 ' 2 RAFTER TAILS, 4 2 SOA SEE DETAIL 4/SO.2 SO.2 SOA CLIP overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE CLIP @ ROQF TRUSS TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 32 O.C. PLACEMENT 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING '' >4"" minimum edge Rafter or Truss PLAN WITH 2-12D TOENAILS Sc 1—SIMPSON SDWC15600 distance for full values (with or Splice may be in u SCREW UNLESS OTHERWISE NOTED without a plate wer plate Peer or r splice) DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DWIENSION IS UNCLEAR REFER TO THE Y" from top plate ARCHITEC�rURAL DRAWINGS OR splice Offset CONTACT THE E.O.R. for full values STUD NOT DIRECT ROOF TRUSS PLAC —MENT PLAN BELOW TRUSS PLAN NAME (CUMBERLAND - CARIBBEAN SCALE: 1/4" = 1'-0" DESIGN/DRAWN/CHECKED CIS KM LAP F DATE FLATS C AT TOP PLATE SPLICE 05.16.17 STRAP SCALE AS NOTED LPA No. TOLL-17-00439 CONTROL No. 2965 1 OSB BLOCKING ver/ GAP SHEET 51.2 OFFICE COPY S12 SHE�T7OF 7 I TO THE W OF MY KNOWIED ,THE DESIGN DEPICrED ON THIS DRAMG COMPLIES WITH THE APPIIdIBIE MDAINIM BUD M CODE IM EFFECT AS OF DATE OF CEI 11UTIOM BELOW. GENERAL NOTES � DOORS&WINDOWS PLUMBING NOTES v 1. IT IS THE SUBCONTRAC A)AS SOLE RESPONSIBILITY 0 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 INEW THE SAFETY OF THE BU .DING AND ITS COMPONENT PARTS HEIGHT&5.7 SQ. FT.. IN AREA.THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44"OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54°A.F.F. ALL HOSE BIBS SHALL BE FURNISHED W/BACK FLOW PREVENTERS AND BE MOUNTED 26"ABOVE DURING 6RECTION. TWrN6 INCLUDES BUT IS NOT TO,THE ADDITION OF " » ca. WINDOWS GREATER THAN 72 ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL I HT G a WHATEVER TEMPORARY O UACING,GUYS OR TIE-D S MAY BE NECESSARY. GREATER THAN 24"OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER 116;16.2. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, � �� THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. _ z WINDOWS INDICATED WITH E OR(EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. SHOWER HEAD CODE W/ RESPECT TO MIN. RERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 71-41- ALL '-4"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 V-10" x* 9,673 SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE ° TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS Pelt 2014 I�9C 2411.1.2 GENERAL NOTES ,° Ca' STRUCTURAL DESIGN CRITERIA ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES RULES REGULATIONS AND O LIVE LOADS: ROOF 20 PSF (REDUCIBLE) Z U_ STRUCTURAL SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIP, WITH RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. D A20 ' '--' p z RES+ID FLOOR, UNLESS OTHERWISE INDICATED 40 PSF SOLID WOOD DOORS NOT LESS THAN 1/INCHES (35 MM)IN THICKNESS, SOLID OR HIINECOMB CORE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE Q © 40 PSF STEEL DOORS NOT LESS THAN 1/INCHES(35 MM)THICK, OR 20 MINUTE FIRE-RATED S. BALL 'DECKS WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING TO FIT WINDOW OR DOOR SIZES PRESSURE NOTIFIED OF ANY DEVIATION FROM TI4E PLANS PRIOR TO CONSTRUCTION. Ovan G. Drummond AIA z`((n Uj U STAIRS 40 PSF SATED 2x8 SDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2"TAPCON SCREWS, 6" DRAWINGS SHALL NOT BE SCALED. o ~ ATTIC UT STORAGE 10 PSF FROM EACH END AND 12"C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO STUD W/ AR 96399 U) o ATTIC STORAGE 20 PSF (2) ROWS OF 10d NAILS AT 10" C/C. INSTALL SOFFITS PER FBCR 11703.1.3 AND 11616. Manuel Gonzalez, AIA = a caC HAKTAIN ATTICS 30 PSF AR 96730 49D SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). cC z J SLEEPINMB, 30 PSF WIND BORNE DEBRIS REGION Sang-Yub Lee, PE U_ O 3000PSI EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE 72328 W t- CONCRETE CONCRETIE UNLESS OTHERWISE INDICATED SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A WMI-DADE a 3.. in STRENGTH OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE O w Q @ 28 DAYS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETMI ETN, THE NN w APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE&EQU NT SHALL tl REINFORCING: WELDED WIRE FABRIC SHALL CONF TO ASTM A185 w o ch LU PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. p ALL REI BARS ASTM A615-60 60,000 PSI 00 w ALL STIRS,MMD TIES ASTM A615-60 60,000 PSI F- �) o0 p o GYPSUM WALLBOARD �._. 0 z H POLYP FIBERS FOR SLABES 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 � Z w .� � a FIDORS PER CUBIC YARD tt ¢ �, In M c GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE V ,� CONCRETE ASTM C 01 STANDARD WEIGHT NITS fm=1500 PSI MORTAR TYPE"S" 1600 PSI RESILIENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2"GYP. BOARD APPLIED TO THE GARAGE SIDE. � � j 0 p. J w cn MASONRY CONC OU'T PSI CONTI MASONRY INSPECTION IS REQUIRED W O L o a UNITS: CTIO N w N HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8 ABOVE FINISHED FLOOR. J 0 M v w Ocn E STRUCTURAL ALL ST AND MISCELLANE . STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD — < w i J u_ p'h- Z STEEL: WELDS: -#LKTWDES ALL TB CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY = - Z ra U. — a, 4 5 SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. a z a WOOD BEAMS JOIST PLATES: .N.0.O. 2 SOUTHERN YELLOW PIKE(19% M.C.) �•/ w v4i � c � m w u.� FRAMING: RP F : PL C-C/C-D, E , or OSB p p 2 -- Ln Uj a FL. T&G A-C GR 1 ATMA RATED (48/24) GLASS BLOCK � < -.' � � co Q WALL : PLYWOOD C-C/ -IJ, OR OS6 MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S- 1800 psi AT 20 DAYS 3 ; FM = 2900 PSI ( Nile) EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. _ ,z O N in jM BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. J °- �, V n ju z z D : RMRA LLAM 2.0E ,NB.0. o Wmi qt ce � WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: BUILDING IDENTIFICATION a rn . 0m TRUSSES: TOP CHWO LIVE LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH Q N a LL_ _j TOA"CWW DEAD LOAD: 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AMD LEGIBLE FROM THE STREET OR ROAD WONTING THE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4"TALL AND 1/2"THICK AWtONTW WITH BOTTOM CWW DIAD LOAD: 10 PSF 10 PSF MIR BACKGRWND. TOTAL: 40 PSF 50 PSf WIND UPLIFT RESISTANCE: 10 PSF 10 PSF STUCCO c)0 m ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL Q V UPLIFT PER MOOT PECINFI ODES, A MAXIMUM OF 5 P.S.F. PLYWOOD PANELS. RSC LOAD, RW p © t CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. . M WOOD FLOOR DESIGN L ADS: ' CS TRUSSES: DEAD 20 PSF OUTDOOR KITCHENS " LU ALL CONSTRUCTION WITHIN 24 OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. z LIVE Ltd: 40 PSF CMU LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMWSTIBLE BY THE LU , 0 T L: 60 PSF FBC k M E LL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS AIrIIJTT NG EXTERIOR t LU o c FOUNDATION/SITE RATION: ANCHORAGE ce Q METAL AND(MIRE LATH: 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. f o 1.FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOI I�NG PRESSURE OF 2 500 PSF, ' p �- Q 2. ALL ATTACHMENTS FOR SECURING METAL LATH,WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALLLU up FOOTING EXCAVATIONS AND SLAB SUBGIADE SHALL 1E COMPACTED TO A DRY DENSITY F BE PLACED NOT MORE THAN 6 INCHES APART,AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE wO O Uw) OF AT LEAST 98%OF THE MODIFIED PROCTOR MAXI DRY DENSITY, DETERMINED IN TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. z VO ACCORDANCE WITH ASTM D-1557.TREAT ALL SOIL R TEIITE PROTECTION. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT Q ' Q Q cc cn b OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT ��AqS_T 3 AITCH AND z �'' LU 0 2.THE OWNER SHALL RETANW THE SERVICES OF AN IN [:•NT GEOTECHNICAL ENGINEER BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND LA SHALL BE Z Z C:> ceR TO VERIFY SUCCESSFUL LETION OF SITE PREP EFFORTS. LOCATIONS ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH TFC EQUIVALENT OF NO. LU LU ` w o FAILING TO MEET THE H►IICAL ENGINEER'S R NTS SHALL BE RECOMPACTI D 11 GAUGE, BARBED,GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A Wx NOT LESS THAN �► LU- w `�-� AND RETESTED AT THE CDR'S EXPENSE,AND A ICTI_D BY THE ENGINEER. INCH IN DIAMETER. € ZFE in L Q U) 3.WRITTEN CERTIFICATION THAT TIME MINIMUM DESIGN IiG CAPACITY,AND THAT THE MIRRORS Q j ? COMPACTION REQU MNI HAMAE BEEN MET SHALL ISE BY THE GEOTECH. ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. ca °J� H.V.A.C. NOTES in p THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDABUILDINGCODE: z Z � w E S IFICATIOYC MECMANICAL,RESIDENTIAL,AND ENERGY CONSERVATION pin (n �...� w SECTION R318 P A NST TERMITES MOUNT ALL THERMOSTATS AT+4'-0"ABOVE FLOOR. '-' z TERMITE PATE 0 PROVIDED BY RE 1STEF*D TERMITICIDES INCLUDING SOIL APPLIED LU _j LU � � � ALL ItI�TERIOR&EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE -� `_ t1) �- PESTICIDES, B AND PESTICIDES TO WOOD, OR OTHER AIMMRO D METHODS WHET SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES.TN£H.V.A.C. c OF TERMITL�PRO D FOR USE A TREATf�NT TO NEW COWTIFUCTION (SEE a a °O CONTACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE VAL. t 7 cC ua z SECTION 2 RE ITIC ). UP04dl OW OF THE APPLICATION OF TERMITE ELECICAL NOTES p O PROTKTm fk A CERTIFICATE OF CO SMALL BE ISSUED TO THE BLALCOGLU w = DEPARTMEW BY THE D PEST CONTROL C "CT AT CONTAINS THE F STATEMENT: THE *GS.ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. c in V cn "THE OUILDIING HAS A COMPLETE TRE TOR TME PREVEWION OF EAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR � � p TERMTFfS.1TAEATMBNT IMIi ACCORDANCE WITH IALF AND LAWS ESTABLISHED BY THE FLORIDAF3 Z Necj " TO TWE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. L LU cn 0 Z DEPARTMENT OF ASIC AND CONSUMER - -" O ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL NOTE: ELECTRICAL. CODE&ALL CODES, REGULATIONS&RESTRICTIONS HAVING JURISDICTIONS. ICTIONS. >- aC p 1) METHOD OF TREA T MALL BE APPROVE BY THE GOVERNING JURISDICTION "LIQUID BORATE ALL 120V SINGLE PHASE 15&20 AMP OUTLETS INSTALLED m ia. GROUND-FAULT CIRCUIT PROTECTION; , °� z OR BGRA-CARE" METHODS MUST DETERMINED AT PERMIT STAGE AND PRODUCT p a > o APPROVAL DATA O#F WITH T BiJiI RING DEPARTMENT. OUTDOORS, IN BATHROOMS,&GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. c� ..� z ) PORTIONS OF AAMe REQUIRED TO BE 11MtfATT TO PREVENT INSECT INISTA110N. NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SMALL NOT TYPE TO z p 2 PRESSURE TNEA LUMDER THAT HAS BE CUT OR DRILLED THAT EXPOSES UNTREATED SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED(110 VOLT ED H @4€CONNECTED TO to (n c[ THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON P40WXIDE Uj w g OPTIONAL MUTE APPLIED TO ALL FRAME MFRS WITHIN 24"A.F.F. DETECTORS SHALL BE PROVIDED W/VISIBLE"POWER ON INDICATOR"AND A TEST BUTTON WITH in LU o BATTERY BACKUP SYSTEM. 14ULTIPLE DETECTORS MUST BE INTERCONNECTED. ''*►� ALL ELECTRICAL SWITCHES SMALL BE 48"A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" p �.. w FROM EDGE OF OPENINGS. in o'•'' ALL WALL RECEPTACLES SHALL BE 12"A.F.F. UNLESS OTHERWISE NOTED. U w ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND z 0 g SHALL LOCATE METER AND PANEL AS REQUIRED. , cn w cpwc VERIFY ALL CONDUCTORS ARID BREAKERS W/EQUIPMENT MANUFACTURER SPECIFICATIONS. to ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. o- in O IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN SUNROOM, in BEDROOM, RECREATION ROOM BAT1HROOM, GARAGE, BASEMENT LAUNDRY AND OUTD&R AREA,ALL z '+� "-• aC 1:25-VOLT, 15-AND 20-AMPER�RECEP fA►WS SHALL BE LISTED tAMPER IgSTA NT RECEPTACLES. a y TTERE ARE NO EXCEPTIONS. icae :> LUUj . �W WCL �C Z W © W w W ' z~ moo 'w ' J "' 9.1.9� i o s� LU CD, Q EaCZ LSIco �w W ca w LU I/W� 9.9.9 z � CL Ln Jo .� QVRo SERIAL NUMBER 1014.1 TO THE BEST OF n MNM1E GC THE DESM DEPICTED H u1S -.. - DRAWING COWM WITH THE APPLICABLE HDMM NAM CODE IN EFFH,r AS OF DATE OF MMI CATION BELOW. SLAB LAYIDUT NOTES : May 25,2017 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. OF O p 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS I M , Gori °< 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. s a Q , R 967 INDICATES DOOR OPENG z U- _ DplO ..., o 0 2t0 Ovan G. Drummond, AIM AR 96399 U . Manuel Gonzalez, AIA j AR 96730 oW Sang-Yub Lee, PE raC m 72328 OO w � � W 0 Uj C V-4 00 p t- M 0 � ¢ 00 z W.W.M. PLACED IN UPPER ¢ U) N > o o R INF. PER PLANF SLAB OR FIf ERM SH W � 00 In 00 c n. W a LLI s- N V E o 0 1/8" (MIN.) SAWCUT x 1/4 OF �- ¢ U � �'- o FOUNDATION PLAN FOR LOCATION o- ¢ a o 0 0 u o SLAB THICKNESS SEE _ � Z 4 O ao wc_ Mo Lu (A AS ''� =' E0d0' < WpII �BBBBB� a- © SCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 0 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, A COLIC E ALLOWS WITHOUT RAVELINGLL- � 0o J aM ! t z o o 1 SAW SCUT DETAILce- w SCALE: 1 -0" LU LU E ;eo ;5 U) W acj ,. U�j LU o >- p m Q' C) =3 ` LU J � ; Z Z H b z W OBZ-B W CO b ce ca �.•/ O LU _Lp a 4 Uj 25 ce LU V BE 0 .!j r � LU LLJ z LU LU c v � FRONT WALL OF GARAGE a o 061 W = 6 Ez- PROVIDE 11/211 D x 5" Wce _ Mo RECESS AT GARAGE DOOR I cad ca o PROVIDE 41/2" D x 8" W RECESS cv 1 1 z IN SLAB L o SLAB RECESS / � M cn 1/ a I. BRICK PAVERS GAR. � ["�I >- z FIN. FLR. GARAGE CO o DOOR Q a, SLAB o _ RECESS (W„ Q LU 4 0 = : . -9 V PAN PER 51i A - W I ; off W - 00 �-i ' (E � W o u.. v 00 Q zOui o , W Ln o z LA- PLAN'VIEW 0 gzoz C6 oSECTION GAR. DOOR W a LL' v� '°� 2 J CLw ¢ - 1• SCALE: 3/4" = 1'-0" t� � uo.� Qz W r zw U- Uj �U a � cnCD3� viF=- V �W dW— JO Ujm t � hU Cc U-1 Uj n Uj0% Ela � 0 4 QC ERIC NUMBER a c� O OU- 1014.2 TO 711E!P OF W WOM MU,THE DEM DWDKIM DRAWING CMKIES WITH THE AMUChU H>N W EODM CME M EFFECT AS OF DATE OF MWAM EEIOW. 10. May 25,2017 - LLQ V r OF 0 or) ------ --------------------------------------------------------------- 1 b $ 3 I 5.'12 �? C .2.8 TYP. ' �I AT DORMER ' `$ R 9673 .' I I 4 Z tii ri� �. p , ED5 /IlkA a� = = _ _ _ - _ - Ivan G. Drummond, AIA ;e(CRO —ROOFING PER I ' AR 96399 O FLASHING CONTRACT, TYP i I � � i I - Manuel Gonzalez, AIA.: .. AR 96730 ccC � r*: i Sang-Yub Lee, PE I o , 5_12 72328 _ Liji _ W 00 6" A C1. © .... ......... ..... 2 , r-1 +.*d W OQ% w 5.2.8 ----- ---- u' o at. ...- - -10 k; . 15:12 w o ® _ - - - - La E-- Q06j I Z I � Im _ . . 7:12 Q cn N D - -_- ,-i 1 n ............ ....... .......... ........ ............ I �*" I I J N fC . ......... W a - I I I 'N-1 ' MV 1._..: , 1 i 1�. - Z .� Q -. _......_.... ........ .... 1 I..... _ 1.... I I i I I C Q 0 .w LJ n .... O �, �... i I I I I C � � -. .... . co CID ce ui LLJI _Zc� 4_ w ._.. CL t!1 .. �................ L.._. 1 J (� Q W i_ . i __ I i C N � -t - I I Q. U ; -0FINISH FLR.W ¢ UCAp UJ © 5 1 4 2 ROOF SLOPE PLAN SLOPE: 5:12 U.N.O. RO VENT LGU L_ATI VAN o , 5.2.8 5.2.8 5.2.8 5.2.8 SCALE: 1/811 = 1 _091 CAMAWAN 1� W O ATTIC AREA (TOTAL.UNDER ROOF) 2960 0 0 DIVIDE BY CODE REQUIREMENT 300 LLJ .< MIN. NET FREE VENTILATINGLU 9.87 z AREA REQUIRED ® REAR ELEVATION LU NOTE FBCR 606.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO a SCALE: 1/4" = 1'-0" CAR AN BE CALCULATED AT 1/300 PROVIDED THAT 40-50%OF THE REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS i°° o LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT(UNLESS I � LUZ p F- �+C CONFLICTS EXISTS) MEASURED VERTICALLY,AND THE BALANCE OF LU U_ THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. � � � � � W 0 ED Lu LU 4 I LU LU jE � vLU ��' LIP V E mQ10001-Q IV DJ.1 f]G U J EEE LU I"'— € O Z u.' i- - - - - - - - - �, RING PER o O° c w5 >_ - - - - - - - - - - - - ALI T, TYP o Q c� ccz 3 _ LU — z . ..... .. ..... ......... ... - '"- I- ,.� ... . . ..... . � © p 5.2.8 ;;, LU E o cn TYP. - I z FE ca P -J L !_ ui cn ce w cn coo ^ --------- Z ............... .... ...._.. ..... ._. .........................._..................... ........._.... ............................................................................................ __. . ....... _......... -...........................................__................................................................_............................................ ..................... ........................ * *-1 -1 'd _............... ................................................................................................................................................................ 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I I = n F- V ... , _ .. .... .... .... ............. ... .. ............. .. ........................................... ......_ .. .. ._._..................... .. ... . .. .___. 00 Q LLQ Q r-1 (} _._ __ __ ______ _ I - .... ...... ................ . ..................._.. ...... ........._.._........................................................... ..... ........ .. ......... .... ...�-a t 1 ,... ............. ... ..............................................._.................................................................................... _ CO I I .*-1 (L I I OQ I O sIll- -: ........................................... ..._ Z p ............. __........ ...... >_.........� �..... . .. ... ........ .' ..._ , ..........._............................. .. .._..... ......... ..... .................... ............................ .................. ............. ..... �.......... . .� ................... .... ............................... ......... _..._.__.,.._...... ..._.... .. .. ... ................................._........_ a - I I �• � -- 0'-D" FINISH FLR. 1 11 .,r.______,_-----_--______ _.___ _.._ __. .__ .-_..�____ . _ _____..-- _----_..--. _ --- _ --- ----__—_-- _-__-_--____-- _ ..____....._.._.... __-_________.---------_. _-- -- - - I i - - _ o � � 0_0_FINISH FLR. � a ^ € a cn ui j W Q t.; > W 3 a z ItI5 L" o S 4 1 7 � o _ .8 .2.8 5.2.8 5.2.8 W ui � � Uj _' vic-ice W Un p UJ W m o wi ELEV 'I i'U _ 1 iUi PROI [ SITS T T LU LU ma, 1/ 1 -© CARIBBEAN DE , OU LU ce U P.M. TO Y LOCATIONS. ASPHALT SHINGLE ROOF, G a SERIAL NUMBER 1014.2 TO THE BW OF W KNOWLMF THE DAAN INA Ca1PM LATIN THE APPl"M HIMIN MUMS CGDE IN E flU AS OF DATE OF CBtnWTION 0SAK, . Q _ L ofFLOff" c ROOFING PER ` �;I CONTRACT, TYP. el ori Y D t RADIANT pow- R, TYP. ' z w D ARS 0 C) Q Ovan G. Drummond, ALA -- AR 96399 Uj TRUSS LAYOUT �- Manuel Gonzalez, AIA PROVIDED BY TRUSS h- AR 96730 Sang-Yub Lee, PE C5 o MANUFACTURERLL- � 777 72328 o }- SEE SHEET A3.N FOR W o N 2 INSULATIOX SCHEDULE W J w d O C) cri _, . „ � : z z c t t , i ; s , > z , a t x .; • t Y � . 'z Y E ,• ^..j. Y. ,k.. .Y x, ,S, _r. ,X. � M � 3 t 3, � � .� ��.^, 't .f � �' � � � � Y Y I MM �2 1' W 1 Y Y E G 't z �Y W E z HT1 z Ln 0S �„ V 0 0 �— •- a a in N >1 ch o _ W W J 00 W - I � C Q o i :. O wU. •L N ' ' M U 2 o E~ MASTER F MILY EA FAST ' GOURMET COVERED — LL QAREAa � a HALL FOYER = z BEDROOM M KITCHEN, I ENTRY = � a o o Uj w I ., 0 00 t11 1 1 = ¢ p N w � %0 Q /,. - - - r / l l\i l 1 ,,. / /,• / / / l / , /1 1.1 /,/ / l / f / l_,, / l l / low / -y r \ \CC WOE \\,, W Uj X: LIJ Uj I U K-A �*F~U1ILUING SECTION © Q � 1_Q1� CARIBBEAN/4 � `. LUn LU z CIO U- LU o con � z ca fcaC as 0 (D LU LU LU Q r LU UJ m cc o � L) W 03 -cc 0a I J W N Z o0 n RADIANT ( N ,-a BARRIO, TYP. `t o a wca of � wUj I> 'a o o '---TRUSS LAYOUTco Cl ��'" �. , �---• PROVIDED BY TRUSS LU o ►RACTURER L I Ln P-1U 0 SEE SHEET A3.N FOR >- L o INSULATION SCHEDULE O Xj•s. 3 � ,� t, x � `l z 3 ! ., ) !'E l.. �\Y i S .)„�....`. .X.� x e.,�..Y,� •% z, r S f z � J L NDRY GOURMET cn Jit w w raC i E �.. r 00. „�'1►/ 3 ' /\ Q E(� t� I ...:....� _.. Lk.:._..:..... r. . lid W 2c C I f .. 00 E ...., i � ,^ v E—_., V♦ 0 LU ;cc g w / / LU \/\ X/\// � �' �- ./ /l\ �1�/' ,�/\;/ l \'\X</ /lel f�, /i/ . l/ / Z ''- \ l\� ,��\ /\\�;��,r �\r•: \� �,r CABINETRY AND \ \lam\i� O APPLIANCES SHOWN Q w FOR RE,%E ONLY �l\% 1, ] C) U Aa tnLU L7 UJ _ m Lo b-.4 rf-' SECTIGN LuoLU o "`•' V CARIBBEAN '( : 1/4” -0 C3C'a Z: J c v SERIAL NUMBER 1014.2 , IiN� DEA ON dL1YY1lM CUMAffi WlIH 7HE AOF PPLtU1BtElOIBlPRI BUllOg16 ELECTRICAL LEGEND' �a�2 ° Q May 25,2017 U d) SINGLE RECEPTACLE 6 DUPLEX RECEPTACLE OF F1 0 ® 240V RECEPTACLE el Gon,, 6 SWITCHED RECEPTACLE DUPLEX RECEPTACLE (220 VOLT) C) i SINGLE FLOOR RECEPTACLE , ® RR 9673 DUPLEX FLOOR RECEPTACLE 0 0 SWITCHED FLOOR RECEPTACLE D Flip z • © QUADRAPLEX FLOOR RECEPTACLE cn Ovan G. Drummond, AIA GFI GROUND FAULT INTERRUPTER AR 96399 LU Manuel Gonzalez, AIA W P WEATHERPROOF GROUND AR 96730 Sang-Yub Lee, PE U_ EP ELECTRIC PANEL 72328 ui VP VAPOR PROOF o �ui ® RECESS INCAND. (EYEBALL) FIXTURE W W LU cyl aj SINGLE FLOOD - WALL MOUNTED o 0%o 0 L z 0T-4 00 DOUBLE FLOOD - WALL MOUNTED ® �' " Q "' DQ SINGLE FLOOD - SOFFIT MOUNTED 3/4" EMPTY CONDUIT TO W � > a -.� DOUBLE FLOOD - SOFFIT MOUNTED o � ` N ' o C> 2 �� BOX W/ BLANK f— � HANGING / PENDANT - CEILING HUNG INCANDESCENT FIXTURE - CEILING NG WP PLATE IN GARAGE o¢ _ _ Z au.. _... �, Z Q MOUNTED GFI GFI HB U CL `� W °p a ____._ v m_�. ... . -► S -._.....__. . _...._................. ........-........ ..... . .... ?. ! ...._........................................... _ w INCANDESCENT FIXTURE - WALLL MOUNTED k "' _ --- ...._ .. ... - ........................ ._......_... .. ........................_-. '" RECESSED HIGH HAT --- FOIA I #tIGATION_4 WP `� i2 P GFI ��• �x, - F i W - J t 3 2 FT UNDER CABINET FLUOR. FIXTURE W.I•C• SURFACE WUNTED = c c ^� �G L Q BEDROOM 3 EI. TRIC DIEL J O 3 FT UNDER CABINET FLUOR. FIXTURE OPT. OPT. o Q �� 4 FT UNDER CABINET FLUOR. FIXTURE .. ___..... / M BEDR0012 ---- \--WATER °i a u_ STRIP LIGHT , �- 0- OPT. SOFtR LOOP G.D.O. z KkSTE a ! ' �— 12X24 FLUOR. FIXTURE RAT / \ L� 12X36 FLUOR. FIXTURE 0 o D 12X48 FLUOR. FIXTURE ... __ �� \ / A.H.0 ATTIC ACCE / \ 4 = ... ©c 24X48 FLUOR. FIXTURE j / W/LIGHT&/ I WOE I ---�. SWCH j -� _ _ o SS EXHAUST FAN _ i Uj OPT. -�- a .moo EXHAUST FAN W/ LIGHT t�� -I� Uj _ - -� TUFO CAR GARAGE I Lu ELECTRIC CO. METER __ ......_ - L tLUWP .. . _ ........................... O z G.M. i �NAA ® I O-G cry GAS CO. METER : . ; / F--� MASTER ; , � , "' SDICO SMOKE DETECTOR/CARBON MONOXIDE € , � ___� -- — / G.D.O. DETECTOR o >- 1 ...._. cc z ' i� w GFI GFI ... ..... . /-� 0o Q ' S� SMOKE DETECTOR _ _ ...� y .Js TWO CAR , 0 0 .ac $ SINGLE POLE SWITCH __ - K --GARAGE ' Z ,,_ � $, 3 WAY SWITCH LAID It ( Q \ _ - 4 WAY SWITCH � -- // i, / - / Z ' ' LSC m -- _ c�n DIMMER SWITCH \ SD CO /, /__ - ! L.LJ W -� �� 1 o m PUSHBUTTON - ......... ..__..._. c C © � .' ........................ / _. c �o DISCONNECT SWITCH \ ;� — LU - i �� 1 — — —..... _............................................... .. ..x..................................._....... ........ .. ........ ........ .... / ; u.� V W Q �uNCnoN Box :! �' �' CD TV]ACK � � � ' OUTLET FOR �� ---/COVERED ENTRY � �••� � � � o v PHONE ]ACK - PREWIRE ONLY SECURITY SYSM FOYER . <t - _ m QQ THERMOSTAT -- -� - F .. (MIN 6 •) UNDER COUNTER o O PHOTOCELL SOFFIT MOUNT / �,\� // FOR DW. GFL . CIhS D. \ iui M ui ■ PHOTOCELL - WALL MOUNT W � 0 s r cn \ UNDO COUNTER o cn� ' .� ELECTRICAL PANEL �-_ ___ ___ ' G W � � � / � � \,A ,/ ,/ F4� DISP. � � FI --- -----_ _..-----__ ____ — — — -�---- � � z co AFI cc sP SPEAKER WIRE FROM TOP OF MALL / I \'\ clr o a rt. cc CO / / PEWANT PRE-.WIRE z KEYPAD I / \' z j \ / j' PROV .E W m 'GFI \ I C5 ® CHIMES I- / / / \ /' -/' FLOOR' = SWIT}CH FOR / FOR HOOD �- / �- o LISP. , ( VENT 1 I L Qd cn STRUCTURED PANEL (A.K.A. SMART BOX, _ --i- OUT , \ I LU - WP ci LU F====� COMMUNICATIONS BOX, MEDIA BOX, HOME / I '�� - --� - z UNDER COLTER \ FOR LIGHT @GFI ' o DIRECTORY) I - o BREAKF T �, GOURMET VIFY L M 'BOLL BROTFS '�E- o ;/ m o irvr. INTERCOM COVERED LANAI N = a. ASA KITCHEN GFI I c^�I z 0 � R.M. PRI�IR Q � SUS � ^ � o / _. ,... �_ - � LIVING ROOM .. FOR REFERENCE O Y J cn � o \ I ��Fkwy ROOM v o z O cc - - _ J a I �... ...... ..... -- --- I `\ o W a ..., __. . . ._PANTRY :....._. oc z _ _ .. _ .......... _ _ ........ ..... ..... _ _ _ © - _ ....... _ _ _ W HB 00 o M j ? wo 00 z U_ +- . moo Q Q FII TCTRICAL LAYOUT ui 0 "u a SCALE: 1/4'" _ "-��"" CARIBBEAN 0 U_ w o 0 W a Q Z Q cn LU a; LLj oC cl M— ' a � Div craLU W 08 Q a r ct SERIAL NUMBER1014.2 - TO THE BW OF W KNOWIPDGE,THE D tGN DERaW ON n DRAWING CD1411 FS VIM THE APKXW N'OM N 91RlDD1G` COPE IN ffFECTAS OF DATE OF 03MMATION OEM. EQ v S WAROR 3" FROM SET MIRROR 3" 2_117 END Q SPLASHM1I OR=VANITY -5° FROM INSIDE COMER DRYER VENT (TYPICAL) OF Flo 19 GAS PIPE (TYPICNLY FOR GAS DRYER 4 C>13�e� 11-211 ch i o w DRY%VENT (TYPICAL) Q COUNTERTOPS ce v04 < r , 36" HIGH X 2 LU LU qAS PIPE (TYP AL) R 30 ,°A% (VANITY-5") MIRROR AX oIlla GAS ONLY P-4 ® OUTLET BOX ` ,�° 1/4" MIRROR DRYER WENT BOX- EDG� CENTER SWAYS - ATTACH,PER MFR. c3 INSTRU ONS Ovan G. Drummond, AIA a IN BACKSRLA.SH Cl` O D 1/2" RECESS O AR 96399. o � D F FOR MIRROR � DRYER NR MFR. Manuel Gonzalez, AIA 4 O DIST U nONS = a4 0 2X4 HALF WALL P.T. SILL PLATE N P.T. SIL PLATE Sang-Yub Lee, PE _ 2 MIRROR TRIM _ AR 9673U o Eh F !3t ON GRADE .1 (IF Sly ON GRADE) 72328 W ca- 3 o CABINET W C:) � VAN _ �ROR INSTALLATION IiNSTRUCTIOUS: ui C) CA[� W WITH Pg!ESTAL o ui 1. M ° TO BE GLUED TO IIS,.ASD SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. � o � W 0 vc t-- ,. 2. AT SATMROOMS WITH MIR O ON ADJACENT ANGLED WAILS BUTT MIRI�S TIGHT AT INSIDE MOTE: ¢ Q C TRI04 WILL `.. TALLED AT INSIDE COR 1. cn � ,) DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP („� Q � ' a, 4 r> v � �<. OR REAR VENT LOCATIONS. NOTE: BRACKETS REQUIRED IF w a vT : 00 0, °- CINTERTOP CANTILEVERS MORE THAN 10" 3. U �TAvLLATI01 Of 11 TRI, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED Q M o c> - AUD WALL WOOD TRIM AT PE ER. WOOD TRIM SHOULD BE 2. DRYER VENT AND AS PIPE SIZ AND MAXIMUM I- U. � o E �F P OF CUPS) INSIDE ALL CORNERS. LNC °1 5 PER MANUFACTURER'S IFICATIONS. d � _j 1 / RACK IAt DIETAIL aL QDR ONLY U � � m YRJT � cT# R ,D TRI � w KINT KITCHEN HALF WALL DETAIL INT-2 INT-3 _ 6H 08 P. _ PP (IIT-1) #J2" 1'-011 (INT-1) D 1/2" = 1'-0" (INT-3) ¢ _j L12 �o u, god Z; SCALE: 1/2 - 1 0 Q aE. /V, TILE ST014E ON 1/2" COMPARE J °- � v e; HAt E# MANUFACTURER'S J ¢ � �E OV 11 DIM OF TUB & rn3D " 0° PUMP SPECIFICATIONS)BACKEREFER TO CONTRACT _ o WALL TILE VARIES - SEE PLANS a. TO FLOOR PLAN, U_ , ac ' 2X BLOCKING BETWEEN VARIES BY MODEL 1 ROW OF TILE STUDS (3 WALLS) oc 2X4 @ 16" O.C. E l l a � J CORNER SH #_ _ cl, L g M VINYL GER (3 WALLS) EXTENDED 5 1) CERAMIC CORNER LU LU `" FLOOR TILE SHELF AT 48" A.F.F. - 2X4 LEDGER 100% SILICONE SEALANT BETWEEN w- ui TILE BACKER AND WET BED o ' x d X r+ N N CROP IN TUB N - 2" SHOWER DRAIN � + 2X4 CRIPPLES co „ FLOOR TILE 2-2X4 THRESHOLDLU �- �c 0 0 FLODDSTOPUj E 1 Q U CA TILE AT DOOR a 2X4 BE P.T. SUPPORT UNDER t5 THRESHOLD � WHO'IN C014TACT TUB AS RE BY Q �, Q ac cn ., WALL TILE QQ r, IW/ MANUFACTURER'S. ' € Z © Q ADJUSTABLE GAUGE COAT WETSED PLAN LU LU fie SHOWER DRAIN , LINER SET IN SEALANT @ FR-33 ua 2 SHOWER DRAM FLANGE OVER ROOFING FELT IN �� DETAIL ' NOTE: SSE: 3/4" = 1P_p" (FR-33) z L II�OTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY MOLL AS CA = SHOWER ELEVATION BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS A�CCESORIES. TO co h�ABLE TILE OPTIONS ARE SELECTED. ARCH � BY MO#JEL. PAF W <C L1 LOCATION f ry 3 w _ E SHELF �'�� °� o SHOW R CURB QN FI�AI D FLOOR INT 5 ST�A J INT-4 DW. SH«. END POST TIED INTO FLOOR PA , r+ 08 4PP 1P_OPP Uj (INT-4) +$ SQL : 1/2'"' 1'-0" (INT-5) JOIST OW EXTEND TO ,y1'L Q vi o c.. m SCALE. 3/ TTQI4! OF FLR JOISTS. Uj '� o END POST TO PENETRATE LU 2 © w cn LCJR. �i toLU ce o FACE NL END POST TO m BLOCKING. o ', Q lac K=ING BETWEEN , cr a FLOOR USB AGAINST � Q � E T. a SUB FLOOR. cn ui Uj LLJ 0 1LUj ^^' moi' ui v ' ''� \ // / ''� \ C:) Uj '(moi''' /�\�\ LU a FLOOR TRUSS. �,.._ cid a Z o FW-- F � tn ui QO ui Li LU En °DLU ro Q ' Uj UJ WALTIIN DETAIL �!, © U Ul J w �,D�8WT'.S. (FR-34) SERIAL NUMBER 0 � 1014.1 ,e o mmurm a OWDI ELEVATION NOTES KOFaTEOF i June 28,2017 V PROVIDE HIGH DENSITY FOAM WITH TO" COAT FROM FACTORY INC. ORE UAL AT ALL EXTERIOR 1. FOAM Q • DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED 8 '� OTHERWISE 5.2.8 FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TOP � _------------------- ----------- A: k Sp f��4 6 t 2' TO EACH ELEVATION I I I I Qu "CORAL-LIGHT" OR EQUAL PRE-FINISHED = AR 967 FOAM APPLICATIONS SHALL BE INSTALLED AS PER I 1JL 1 _ _ _ 1 3' MANUFACTURER SPECS. U.N.O. ROOFING PER PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE _TYP _______________________________- C 3 D 0 0 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND z INSTALLED AS PER MANUFACTURER SPECS. AT p4RMER 5.2.8 TYP. TRIM WORK FINISHES SHALL WRAP ALL ONINGS Ovan G. Drummond, AIA O �--� 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE W EOPENING _ 2 HEEL H- - - - - - - IManuell Gonzalez, AIA % IRETAL WORK IN INTERIOR AND EXTERIOR RAILINGS 9673o o 6. ;AND APPLICATIONS TO BE FAUX WROUGHT IRON 5`2'8 - Sang-Yub Lee, PE Q i 72328 o `ALUMINUM_. Uj BUIL THE DER SHQULD NOT-INTERPRET THE DRAWINGS, .HT. -- 7, ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE �' - - - - - - - - - - - - NT - - - - - > ARCHITECT/DESIGNER _ f i - - - - - - - - - - - - HT.' -1 S ITHE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING - .,..... .. ... �..... ......... ......._ ...... ........ _................ - - - - . . - - - - - - - - B o WITH THE SUB-CONTRACTOR/ MANUFACTURER AND -4 ; L �< ' �,,, �— z •� o 8. THE ARCHITECT/DESIGNER IN WHICH ALL I - � -- ^--------- - U "' o W �. 1..... 4.. 1........ .... J ARCHITECTURAL APPLICATIONS WILL BE COORDINATED = _i ._ �._.. .. ......... ..... __... . ...... �.._. 1 --� W a � •� N , o ' AND APPROVED PRIOR TO INSTALLATION = _ CONTRACTOR TO COORDINATE MOUNTING _ ^ * ' ' + ' ' .2.8 = _ , L p M o W CLQ E ELECTRICAL CONTRA = _ _ ca .... ....... ; ' ' w - J �- .•+ p L..... 1 I . .... ..w I I � o 9' HE OF COACH LIGHTS WITH TOLL BROTHERS P.M. + . , , _ ...... ¢ — z 4 _. r ------------ = a a- o 1 ... ...__. ........._.. j1 m LJ 5.2.8 .. ........ ... I ® � ao I O ' W ADDITIONAL ELEVATION MOTES. 0 FINISH FLR. _ W - - �, - - 0 -0 FINISH FLR. Q z o • _ _ _ - _ - _ 31: ..,� v Ic 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL Q 0 o A 2 - ALL HIPS TO BE MANUFACTURED WITH A 11/2" OFFEST AT CORNERS a. U`' J 7 6 5 9 s ;03 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN 5.2.8 C2 r- cp ADDITIONAL 1/2" DROP 5.2.8 5.2.8 5.2.g 0 04 c� ul.� T-•' � V N tV � c)Cj Uj :� I Z FRONT ELEVATION aM . SCALE: 1/4" = 1'-0" CARIBBEANUj Uj and Ly nt: Lw LU � o ROOFING PER rL Uj ate V - CONTRACT, TYP77, Q cn o, .., } o � Ah 0 - -1�� - U Z 0 W N ,--i o6 0 a LU -, M ............. 5.28 co J . O _ _ c� �cH DORM - - - - �-'- - - r- © ,�_ - - FLASHING � - - z Z ►- - I - - i h i i TYP. p I I i I Cil Q (n ..... / ..... - j U.j { LU 14 - - - - - - - - - - - - � - HUL HT. E FLASHING _ _ _ _ _ - - - - - - _ _ �1 00 1.4 �) ... .. ..-. -.... .__... ......._... ...... o ... . ... _ ..... ............_ ......... .. . .......... . ........ ............ ... ... .... ..... . ..._.......... .......... ........ ..__ . .............. ...... _ Uj en . -+ pp ____......_ _ ___.___—_ _ __..__ _ _...__.._ ._ ----_______-.____ ._.___... _. ...._._-__.____ .......... ....._.... ....... ..........._..... I L_...._....... ............... ........... ......... ......................_................... ... ........._.. .......... .... _ ........ W ...... .......... ................................ ......... ..,...................... ..........._...... .. _...... .. _....._...... ..__ - .... ... . ._........... .._,_......... GC (/1 - - LL, - p _- __.__.___.____..._.___ _ __--..__.___________-___-____._ ___..___ 1 O FZ - V.4 j CY .._._................................... __..._ �._... _................ .. .........._ ...... ... ........ 1... . ......_.......... ............... . ........ .. . ......_ ......_..................... �. p1 1 O t0 ► DO _... Im I L...._..._ ........� .,..._........ ............... ....... .......... .. ............... ........ N _.. _._. ACS W _ _ - ------------- I l0 W ___ __._.. .__.. ___ __-_ _____ \ __ _._ C Uj c) V .............. ....................... -——------------.......... ........... ............ ............... - ................. .................. ............................... .......... ................. .......... -_ -- - ........................................................ .... ............................................................- 0 0 r-r --- < 1 _ I _ 1 ... ........................... _ C Aw ........... ......... ........_ .. ........... . ... 1. . .......... ............ .... 00 ___--__--___.-_-__________._______ _ __-_ ____- --------_________ ____________ _____._ _______._______.______.__. -...__ _.. __._.__ . _ __ �_ u� _ ------------_--.�. _I ___ _.___� - _ -- 0 01 FINISH FLR. #' a z o 0 -0 0 FINISH FLR. _ _ I ' Q �- ' I O ©cca 9 4 1 5 Uj 5. � Q � 2.8 uu W s . -W RIGHT ELEVATION . U) � , Uj ,,. t; SCALE: 1/4" = 1'-O" CARIBBEAN LUL ASPHALT SHINGLE R0006FINU""' it a 4 SERIAL. NMBER 10 .2 TD THE BW OF MY IQI WIEDGE,THE DESIGN DOnED ON THIS DRAWING C"us WITH THE APFUCABIE MDaMIM NXDIIIG CODE IN EF}7N.TAS OF DATE OF CBOIFICATHNI wow. 4 V r1r ][11E 4C 13 w a e Goya Q $ 9673 . b 1 z C) ED O O Z Z Q � (A -(A Ce Ovan G. Drummond, AIA litO AR 96399 cin Ce o Manuel Gonzalez, AIA "' "' AR 96730 GC z A 1 i VIA 1 ION LIST GRAPHCS LEGEND SQUARE F 1 /"',�C* LIST DRAWINGS Sang-72328 Yub e, PE O Q W ~ a- �J:WW o CARIBBEAN ELEVATION W L Abbrev. Description brev. Description Abbrev. Description - Au# DETAIL# AREA CALCULATIONS CL o gUj O S w # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD G# _-- IMG# GNI GE . NOTES a - Ln 0 o FIRST FLOOR 2107 zOUT Q oo z & AND FRT. FRONT PWD. POWDER W o - EQUAL FT. FEET PLW. PLYWOOD _ - F U DA N N U ¢ v, J @ AT FTG. FOOTING - _ - # --- I TAIL# TOTAL LIVING AREA . ET. Ai.si SLAB LAYOUT W L 00 b o > 8 A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ___ # \ # A1.N ISLAB #ETES SCHEDULES & DETAILS M w iN o ABV. ABOVE --RA RETURN AIR _ pM o — V` L LL. — o in �' /' COVERED ENTRY 146 FLOOR PLAN � � � J � S AD]. ADJUSTABLE GAL GALLON RAD. RADIUS CEILING HEIGHT CHANGE A2.81 FIRST FLOOR PLAN � a L � o a atj A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR COVERED LANAI 150 U Uj Q A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING CENTER LII SPANISH TILE A2,N FLOiORI PLAN NOTES, SCHEDULES, & DETAILS Uj Ln c w m a o Ln = o GROUND FAULT GARAGE(s) 557 E O N- a- AHU AIR HANDLING UNIT GFI RM. ROOM ELEVATION DARKER SHAKE SIDING Q ¢ o INTERRUPTER EXTERIOR ELEVATION - E N ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING ' SLAB RECESS SIDING TOTAL � A5.81 FRONT & SIDE ELEVATIONS J a J U ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED _ A5.1.81 IREAR &SIDE ELEVATION, & ROOF SLOPE PLAN -I to 0 a � R &SH ROD &SI4ELF _ BEARING WALL BRICK A5.2.81 EXTERIOR ELEVATION DETAILS o rn ,� B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL 0 Q ° BD. BOARD HB HOSE BIBB F (#(#M-BEARING) BUILDING SECTIONS B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF SQ. FT. SQUARE FEET - STUCCO FINISH A7.81 1BUILDING SECTIONS a uu BOTT. BOTTOM HST. / HT. HEIGHT SGL SINGLE I MASONRY WALL OUR EARTH v MBR. BRICK MORIZ. HORIZONTAL SHT. SHEET DIFFUSER LAYOUT Q o BKFST. BREAKFAST SH. SHELF 07771 GAKE END WALL INSULATIONm M1.81 IFIRST FLOOR DIFFUSER LAYOUT c,. INSUL INSULATION SHWR. SHOWER 1 E ' ; CD 0 o cr, D KNEEWALL DEC, RATIVE STONE ELE RICA LAYOUT LLI , a CALC. CALCULATIONS INT. INTERIOR SL. SLIDER :. LIJ L3 wC.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS ( ED SOFFIT ® PRE-CAST LINTEL/ HEADER E1..81 FIRST FLOOR ELECTRICAL LAYOUT j Ce E z o CL CENTER LINE $.P.F SPRUCE PINE FIR ' IL LU CLG CEILING KS KNEE SPACE $PRG. PT. SPRING POINT T N . ARD NOTE DETAIL f L� DESIGNCRITERIA W a CMU CONCRETE MASONRY UNIT $TD. STANDARD D3 STANDARD NOTES & DETAILS (, o C.O. CLEAN OUT L LONG STL. STEEL ., D7 STANDARD NOTES &DETAILS LLJ a J COL. COLUMN LAV LAVATORY oR. STORAGE STORY: FIRST F - FRAME SINGLE FAMILY RESIDENCE GROUP R3 D8 STANDARD NOTES & DETAILS 4 o J COMP. COMPRESSOR LDRY LAUNDRY 4 BUILDING TWE: V - B _ Uj (n __ _ Uj z o CONC. CONCRETE LIN LINEN T� TOPUj HOUSE ELEVATION ABBREVIATIONS o CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE & GROOVE CATEGORY: II � , � w p TEMP. TEMPERED ASCE 7-10 A$BR. } FULL NAME ELEV. CODE z � E DC o0 a o DB. DOOR BELL M.B. MASTER BATH THK. THICK DEN BASED ON FLORIDABUILDING CODE MW DESIGN BASED ON, _ MAL., MANOR 03 LLI m o DBL. DOUBLE MAX MAXIMUM .O. TOP OF 5TI4 (2014) WIL.� WILLIAMSBURG 07 � a � m ©r- cc Uj Lu Ce FS DR. &SH. DOUBLE ROD &SHELF M.C. MEDICINE CABINET T. .B.B. TOP OF BOND BEAM , ,,C• 5TH EDITION (2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH ,pR( r PROVINCIAL 08 ; U u-1 �- _ °° DECO. DECORATIVE _, MANUFACTURER TR. TREAD CHA. CHATEAU 09 (,, 2: o o DET. DETAIL MIL. -MILLIMETER IRAN. TRANSOM . STFI EDITION ( 014) HANXAL SINAL DESIGN WIND SPEED = 101 MPH VER, ►4LES 10 � [ j V CLA. CLASSIC 18 L1J Z .B�. .�TH EDITION ( 0�+ ) PLUP�INA�G EISURE: B , c Z DIA. DIAMETER MIN. MINIMUM P• TYPICAL MED. co Uj w DIM. DIMENSION MIRR. MIRROR 5TH EDITION (2014) ENE Y MEDIWRRANEAN 19 DN DOWN MLDG. MOLDING SIC UNDER COUNTER +.18/-.18 VIE. TRA. TRADITIONAL 20 € W � z z on W UNLESS DOTED F--i C, IST SURE COEF.: COU._. CO fRY MANOR 21 U i a cn cn DR. DOOR M.P.H. MILES PER HOUR U.N.O. o cn -.j W OTHERWISE . " I TION # ) FILL GAS �„— W z DS. DOWNSPOUT MT METAL THRESHOLD ( WINDOWS/DOORS, SEE FLOOR HERITAGE 22 - zo To °` S "' ION 014 ACCESSIBILITY CMN. CI MA ON 2s o ' o E Q Ck- m D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER ACTUAL PRESSURES: M i cc ( MSN. MISSION 30 ? , t9 cc ui z o ' o DDW WG. DRAWING N.T.S. NOT TO SCALE VERT VERTICAL _ ELECTRIC i„ 2011 (NFPA 70) � RULES & REG KATIO CFT. CRAFTSMAN 31 - ; LU CD ZM. NG V.T.R. VENT THROUGH ROOF SCL. SPANISH COLONIAL 32 ' 3 © o.A. OVERALL .FJP.A. 1012014 ASCE 7-10: MINIMUM DESIGN LOADSLU BOR. BORDEAUX 33 cn zLU LU THIS DRAWING EGRESS O.C. ON CENTER W WIDE !' DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED BRO. BROUGHAM 39 E.E. EACH END O.H. OVERHEAD W/ WITH ` SEALED OR CURRENT CODE IS VALID REN. RENAISSANCE 40 � m w z E.W. EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET VIE. VIENNA 41 N o ; o EL. ELEVATI N OPNG. OPENING WD. WOOD TL1S• TUSCAN 44 o ELEC. ELECTRIC-AL OSB ORIENTED STRAND BOARD WDW. WINDOW CLS. CALAIS 46 Uj IIt a ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET ITV. ITALIAN VILLA 58 1 ENG. ENGINEER D POLY POLYVINYL WP GFI WATERPROOF GFI PEC. PALM BEACH 80 UMLU 5i j o POUNDS PER SQUARE z EQUIP EQUIPMENT P.S.F. FOOT W W•M. WELDED WIRE MESH CRB• CARIBBEAN 81 �` 0 0 Uj Uj EXT. EXTERIOR _ P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC CST. COASTAL 82 �-� © FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER OO a a� "' FLR. FLOOR P.R. POWDER ROOM p o u- FND. FOUNDATION' P.T. PRESSURE TREATED CD QO� Uj w Lim CL LT3 -ccQUj Z > LLJ U o !„!J atg o Ce W"� LJJ a ] 31— Z w rel --• csi w LLj Ln (n LLJ U.1 LLJ W � wLULU W U 0 Uj M 1.4 -M J ® U_ ca o SERIAL NUMBER 1014.2 J TO THE RIM OF MY KNOMID ,THE DESIGN DEfqaED ON IM DRAWING COMMffi WIIN THE APPUCA9I1 MD@N!N BUDDING CODE IN OW AS OF DATE OF CERTB9 M11 IRO M4. May 25,2017 O - ,O GfJn E // R o ' x, 967 op zU- M O Q o Ovan G. Drummond, AIA Z ttn cC AR 96399 UJ 01-4 rB Manuel Gonzalez, AIA W W AR 96730 LU ce A7.81 Sang-Yub Lee, PE cc z 72328 U- n J W o 48"X48"X4" CONC. W PAD 31ABOVE, o rn W m "76'-9GRADE. `; T-4 Go o I ------- ~ 'n j 0 0 70'-0" 00 1 -4 5-5 ~r � Z 1 in N I. 11 I J Q� �,,,, I� Pts W 0 131_611 71.1M 471-411I W I I I 41-7 10 Uj a (A 00 � E p � p 4" PLUMBING WALL 31_1" GAS LINE FOR TAN:KLESS o i i ° ` w N u�.� o E♦ (TYP. U.N.O.) WATER DATER I J. ----� i i H8 tD L-UJ U- — o Ic ----- - _ � Z a o O -------+- ---- ------ -*�-- ---- L-r ,-r----------- ---+---J L _ [_] _`1 U --� 0) .0 C a CO Q V _ 1 1 1 1 1 I - 1 QT-1 LU � Ln LLQ � i N - N - I = I 1.� � � --11 _ N < -.1 C O � IQ Uj oQ _J E Q W WE 5 ( ,1 1 1 I L1 U 1 I 6 PL I I 1 BBJ n w z w i �� -- - ---- WALL _ i i I 2 0 '� < d. 131_411 V 7'-b" 1 0o CAC 1 0 0 z i co I ^ 1 ' I C9 o cG ------------ --- -�J I 1 111 1 1 n 11 1 1 Ln 1 -16" 1 ©© _ 1-611 2 112 3-0o- I I I I +-� , ' ETA. ---� I `-' I p oqJ i �' v I I TYR r- `� .. („� cGc I L_ O ; W (� (n ' ' �' N Q � t n o - N Q U3 o I I n j N �----- ----3 I �_-� N N � 1 1 E r--- I 1 11 � $ �i "' I 0'-0" i _ , I; ;I I t 6" PLUMING i 5 -0 I 11 _ LU _„ .._ . 1 SLOPE @ 1/8 PER FOOT - -- , FINISHED FLOOR i PLUMBING L.T. 000 8 NOTES: WALL ------ UJ a ' �LUFIN. FLOOR TO BE 18MIN. ABOVE J 11_811 ..� coc z i CROWN OF ROAD. ----_ _- ----- __.._ LU r7 C;-�-, i i i I I I ' Q � * J I -~ k♦ i i� 1 L_= �_J 1 S PS I Z I o a �� . GAS LINE TO - z O I ♦ i DIRE I I = I - I"'1 0 CD LU o J \< II I I o 1 1 _ — I _I � ; � � LU U- (!1 1 ♦ ♦ I I I P M 1 If - 1 n 1 c - O i Z Oo - J o �, I 6-0 1 -7 M 23 -2 r1 NCD cc rt ----- ----------- ` o \ / I ?L-j 0 W � b i i ♦ ` ♦ts! 3 r-----J L3 - --------- - *�,--------------- ------ --------- � � E W C� a 0 ♦ — 1 n _ 1 n 1 n LU i o �� LU . ` , „� 15 -8 4-�4 5-5 - - _ A ` � L V A - - - - i - - - - - - - - - - - - - - - - - I- - - - - - i - - - - - - - ?AVERS o n � o A7.81 ' - 1 t.� in . .<µ --------, r---------�%� NOTE: PROVIDE z = o z = ; ELECT. CHASE FO 1 11 1 11 L U 6-g W F--� 0 1 IS AND i --------- _ _ .,...------- o N m � m ' ' c 010" ELEV TOP ' 1-- _ -- - r----------- ------, W p , 1 .. 1 1 ..--.. .J L I I z = LU �OL. PAD 10 11 I -- I N ' z o PROVIDE 6 PLUMBINq I r�_,1 I - o `� o06 LU MLL WAL I I , '-' c.� FLOOR c oo I_ ' I `-j �� GAS LINE TO PAVERS ON 20 o } SLOPE PAVERS @ OUTLET - En rn 1 �. � , J �, GAS COOKTOP SSM WALL , CD ce. z 8" PER FOOT o L" � ' I �---- ; O 3M o 0 0 14'-103" ' _ I I g z u ( Ln 'i PAVERS ON 4 = o ' �I ' o (j LU 1 v LU � Uj (n I VERIFY LOC. W TH TELL BBOT � 1- o , _ , i cr, I M Cx jE W0-1 I STEM WALL P.M. WKW TO IVIG S � � OR ^ bo m z I GAS LINE FOR FUTURE 32 -11 cc rn '- - I ,•.♦ E AREA. VERIFY " 1 o •Q > � I BARBEQU o � I I I �, O LOCATION W/TOLL di � z = O I a I BROTHERS P.M. aEn I ' _= 1 W W = 1 MORIN N 1 1 1 1 J W Oo ---- , r-- -------------- --------� r r---------------- ---L------------- -v- -------------- -------- --, n r---------- o % cC Vi '-' - - - - -- - - - - - — oc _ W I 0' 0" ELEV TOP LINE OF PAVERS v 0. 0" ELEV TOP 101 gl_2" I 5'-11" 0' F COL. PAD (TYP. OF 4) co E in W F COL. PAD 11 1 11 I o n jE 10'-0" 66-g 6-g 00 Z UjiE o O 761_(]11 I I zpz � 7 z o 3 _ U') � Q off' ; LU .-. B 3 .� Q W z � zo A7.g1 W GG W Q Qw �. " � WLAYOUT UJ o SCALE: lea" = i'- " CARIBBEAN ADDITIO AL NOTES, SCHEDULES, & DETAILS � °" LuLU W TE: STELWALL ►TIN 11-4 ;cCAN BE FOUND ON THE A1.N SHEET. IIA NU 1014.2 TO THE BEST Of NT WWWIID E,THE DESIGN DBI .D ONII 5 DRAWING CWM WITH THE APPUCABIF KORAN BUADry6 CODE IN EPPECT AS OF DATE OP CERT4Tp in Dam.`.. C L V a� -F O s.Q� 4 } /^ j•9 0 O ' 96730 �` z 14- ED ' .Z Ovan G. Drummond, AIA Z B AR 96399 O Manuel Gonzalez, AIA �w © A7.$1 AR 96730 Uj z 76'-9" Sang-Yub Lee, PE ce- C5 _jc 7232s ' 5'-5° w H 7 -4" L!J I "o � 13'-8" 13'-8" 4' HIGH WALL AT CE -0'� IU o-2" W 10 rn W X Q COURT. SEE DETAIL WON o -rpAS LINE TO TANKLESS SH T A5.2.18 © i- ;°� u' 0 0 "' ' WATER N ATER ' I ' ~ Z ¢ �cc u.I (n N " NIGH I T ESS GAS I I I FLAT SOFFIT SEE U _j �' ocn � Q W , TEMP. GLASS SHOWER ENCLOSURE ON 48 - 1 I , I ELEVATIONS FOR (,j� �„ L o E J HALF BALL ® ' ® ( ® H DETAILS �— D M U_ 'J C) ( � I v %I I iu> TEMP. GLASS SHOWER ENCLOSURE @ FIN. FLR. I� J L L N ::t.:•:..:.:•::.:.:.:}:a::':::::::: .. . ... . .. . ... ... . . ....:. $?:a;`.ii:;}?{.:':`•:i:'>}':i:':i}.i.!.•t ::�•::.}::!�!�•r}�r:�:��}•i}•i}•i:}:i�i}5}::}:•�::i•:�:::�f::�X.::::is•:::::•:•�i: .i::�:il::.: ._. . :_. . . ::. .:.:....... ..... .•..::. . . .:.:.:.:.:.:.:.:. .:.:-:.:.:.:.::::.�:.. .:.:. . ::�:..::. :.:.. .:..... :::i:r::::.:7}:�:•r:�:•:::• i:�::'•yf:::l:tiff�i}}�:i :;; asi}:•:::i�::`ii:�:::?:::.::{ii:':'�ti�:i�ii:?::i'f?`:ii?i:'?:. 0 U_ ca �. o Q R&SH — — — , „ I > i----------------- ~. J ¢ � -v C p TO BE6N 2- 0 1 611 �..� ,,, �., i s Go m ca 6" I VER D BNICHE Y PSI �--� I WATER SOFTENER LOOP m I I , rY ca o w m In _ v I 10'-0" 31_01, „ 8'-4" 2'-6" I 11'-411 23,_6„ Q 11 -4 ¢ -� E 1 ftd ,`� J Ems ¢ W oC �I '�' 11 .1.C. �;' I 00 ' i�' i I - nLB� a V 1 _ BEDR 3 _ W , o Z w i lo'-0" CLG. SEDILOOM 2 I 10'-0" CLG. I O ;OI bo ..� o rn F- © I - - SH co I,,, 4',;D" CLG.I? WME- I � 0 0 R & T I I A.H.0 U_ 1 = o ` TfR ---- I ' W :::: N K/S H 2 ------------------ _ _ t I to N -' , .,, - - - - - ' - C N 4 o J 11 '" " CLG.-- 10 CI.G. _ GAS LINE �'I L,., _ .: N - - - �° VENT THRU I ,� I x I T1 0 C o 1 ' o TO DRYER M 6 �" L '- - ► G Q ' I , CD LU o O 02-4 ROOF 22"x54" „ cc I ; I N3ce_ LU 4 ATTIC ACCESS 9-Q CLG, o f i IUj U , LU Uj 10 -0" 3'-10" -3 11 3,_ „ 1 4'-10" 2'-4" R &SH = i iOI o �'-' Uj - _ = MASTER BEDR 01 3Doll - Z¢� W p 1 N 1 I F= _� I I I 10 -0 CLG. 2- ; ► I I L. � I i W , . „ Il. , IID I STEPS o I LU 4 � z 13'-10" - " ® E AC_ z ; J o I *-' J ----------------- i m Q i 0 = a LU C[ Ooh or ,� CSO „ 11 .011 LG� � O - ey - ;; ...: o o tJ a Q U_ 0 10 x10 AIR MT ,� H w O o - - — JUMPER Q - - t5 � � , m w cc (. ,-1 A 1; 4-4 5-5 I o- m o � LU A - - - - - - - - - - - - - - - FOYER _ _ - - - - - - - - - � 8 i � M ..- - � ... HALL - - - - - - - - - - 0 101-0" CLG. OPENING FOR 10'-0" _ _ © I �- A . 1 V LU A7.$1 , 11_4,1 M 6„ FUTURE QARI MT 6" - _ I �, V ::::;: :..:.:.:.:.:..:. FE w v' vi o = q ' �' 31_911 g'-9" 2'-p" 2'-6" 2'-1" 3'-6" 2'-6" 5'-8" 8'-0" 2'-4" DOOR 13,_0„ 3'_0" - - Uj -__ — — `= W a z ,� 41.7" MT 151-211 1 1� � o c>a 10 SQUARE I I ^ i' o I - - - _ COVERED I I W z :kj ` W COL. I I 0 ��---- C111- I NNTRY i I - _ ' '"� N v I I _ 11 lo'-O" CLG, CD ry z 00 2x6 WALL, 1 o = I I TOP @ 34 o, i i a GAS LINE TO - I I t° '� ! M in v1 a 1.2 �" GAS CO TOP 0 I I J o a 5 u' 1/2" ROUGH i Y �, t9 r�G o I z z o _co 1 Q ROOM LU } e[ N I I N .Y 100 1 B FAST AREA " LIVING ROOM � � � � cn w zTO---,, I I COVERED 1�0-0 CLG. U. _. .... 3 I N 18'4' CLG. , O BOX OUT BEAMS I 1 - ..,..3 COLUMN WIDTH, TYP. I LAN 611 11 ,_ ,' `_',' 1 -1 „ „ 11 �5 o 10,_0. CLG. 24-10 7 4 N 4-2 N 2-0 5-0 15 -8 n �� I I TRY z s o I I - _ - - - - - D�►L. 1Q'-0D CLG. M p 'N Z - —— — — � .- ' -cc -----� — " O (� O W O ,-1 � GAS LINE FOR FUTURE--JHB q 0 I ( Oq I K HEN I ® I® % °CE z BARGE UE AREA. VERIFY O I 1V-0 CLG.. O o ' LU 10" SQUARE Q I I I I I BOX OUT BEAMS TO o Q LOCATION W/TOLL I C, UIIW WIDTH, TYP. CSO o COL.Ui BROTHERS P.M. I I I I I - I I I I � 13'-5Y" 3'-, II 28 5/4 3 4/�1 5'-11" 11T 0 I z o 1 i (11_21, 41_011 �_ 3 11 ,_ 1 ,1 1 7 8 qqr U_ 1011-oll 60 6 le 0 76'-911 a � `c Wim. A7.$1 � Q W z z o a aW W ;oC W �O LU o � FIRST FLOOR` PIAN Uj cARr ADDITIONAL. NOTES, SCHEDULES, & ['DETAILS =,oLU oSCALE: 1/4" = 1'-0" A► BSI w w 11-4 CAN BSE FO ND O THE AM SHEET. U- Qo o SERIAL N M R 1014.2 THE BM OF W gww MGD THE DESIGN DUMM OI DRMWMG WMPM WTrH THE APPIICABIE lOtOPMIH WUM CODE m OfirrAS OF DATE OF OROMM MMI MM.'. _ Q May 25,2017 O (:;=DOOR TAIL -OUT DOORS(ZHEDULE - OF F1.0 a TYPE SIZE REMARKS �� 4 C)C?Z T -TRU INSULATED ENTRY DOOR 3'-0" X 8'-0" TEMPERED / UPGRADED 2 OV A METAL GARAGE DOOR 8'-0" X 8'-0" DESIGNER STYLE 3 WOL.LOW CORE DOOR 2'-0" X 8'-011< R 9673k z U_ 4 WOLLJOW CORE DOOR 2'-6" X 8'-0" -- O A' D A�{G z © 5 MOLLOW ODRE DOOR 2'-8" X 8'-0" z N 6 SIA! CARE BI-PASS DOOR 6'-0" X 8'-0" ovan G. Drummond, AIA C) AR 9639 pi 0 7 SLIDING GLASS DOOR 12'-0" X 8'-0" TEMP/ EXTERIOR Manuel Gonzalez, AIA AR 96730 z 8 DOM 2'-8" X 8'-0" SELF-CLOSING,SOLID WOOD NOT LESS Sang Y b Lee, PE C:) c THAN 1-3/8'/OR 20-MINUTE FIRE-RATED 72328 W GC ^- a a 9 GLASS SHOWER DOOR 2'-0" X 6'-8" TEMPERED W W "Ua 10 WOLLOW CORE DOOR 2'-4" X 8'-0" Uj 00o 01, no 11 MOLLOW COME DOOR (2) 2'-6" X 8'-0" 4; c 7 �S � Q �-• U < cW» N N C J w CSC W k1l CC > Q CL � TEo - I AG owo DOSCHEDULE C8. Q ou ROUGH OPENING = CL z °- o CO aTYPE SIZE REMARKS (�O L coW W o w ' A SINGLE WING 3052 36" X 62" VINYL/ LOW E / EGRESS �' a © O � E° & S 3LE HUNG 48" X 33" VINYL/ LOW E /TEMPERED = o N �-j >- C SW.LE HUNG 2042 24" X 48" VINYL/ LOW E/ BLACKED-OUT -1 9.0 c N " a ON CL p N za INSULATION SCHTEDULE J o LOCATION TYPE R-VALUE U.N.O CEILING @ LIVING AREA FIKRGLASS 38 in o E C1R WD. FWME WALLS FIGL.A,SS 19ui Uj "LLS TOLIV;�NG AREA FI `GiLASS 11 ( � '" "LLS _ LU Li . [ Uj � a Uj w Uj ., J J OLU ui cn i Oin o z ce m � M U ; o wED a o LUa. a C4 LU U wlu Q � z LU m ED cel W Q Q W NEn cn w N Z i WZ o ! Q 4 J O L t z � � C) � Tom ! $ LU LU � � p c �. V o N co V-4 oW o Q C:) o cn Wv, NiLE 9 o ua w U � 00 n o co LU FE C:> Ln z o U_ , --i a u' o w eLU a o U W � c w z W o --� �— 4 o O LU ui z W m t!7 aUj LU UjCa oLU we i a c.a -- o SERIAL NUMBER. 1014.2 ro n�ees� F Mr aoxn.eoce,n�o u oei ttA x EELEVATION NOT S awCM as wOFDANOF THE a�xumxx= CM tx eftEcrrs OF DAN oF ►�x eaaw a PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM 1• FOAM FACTORY INC. OR EQUAL AT ALL EXRIOR L DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED FLOC OTHERWISE FOAM APPLICATIONS FINISHES SHALL BE ACCORDINGel 2' ITO EACH ELEVATION 8 .' t 5.2.8 Q "CORAL-LIGHT" OR EQUAL PRE-FINISHED TOP OF RIDGE ------------------------------- ` • a 3. FOAM APPLICATIONS SHALL BE INSTALLEDAS PER MANUFACTURER SPECS. U.N.O. a' i3 I I I I PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE 0 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND o ROOFING . R a � _ � �� D z INSTALLED AS PER MANUFACTURER SPEC ' cnTRIM WORK FINISHES SMALL WRAP ALL OPENINGS CONTRA , TYf _______________________________ C 3 Ovan G. Drummond, AIA zo (n � 5. EXTENDING AT LEAST INTO THE UNDERSI OF THE AT DOWER 5.2.8 TYP. AR 96399 �` OPENING Manuel Gonzalez, AIA a METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AR 96730 =-j 60 . AND APPLICATIONS TO BE FAUX WROUGHT IRON - _ _ _ RLRMER 72328 DO sang-Yub Lee, PE ALUMINUM 2 w THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, 5.2.8 4 W w 7. ANY MISDESCRIPTION SHALL BE CLARIFI15D BY THE . I L.L W o rn I � ARCHITECT/DESIGNER = M _ 1 HEEL HT _ _ .._ ..... �, . © � THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING N _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ln 0o `V TINT; 1'� - - - - - - - - - - - - - - - - - 0 ~ � � z WITH THE SUB-CONTRACTOR/ MANUFACTURER AND I _ _ _ _ _ _ _ _ _ _ _ _ _ z 5 HEEL HT. @GARAGE E— •- 0D o 8. THE ARCHITECT/DESIGNER IN WHICH ALL �� - - - - - - ..... - - - - - - - ¢ th M w cn ARCHITECTURAL APPLICATIONS WILL BE COORDINATED --- J � I I I -----_-- eLijnc > � v, •- 00 L E 0 !9 o AND APPROVED PRIOR TO INSTALLATION p, r I I I ,-------- ' ao T W N o 0 M W w I I. ...I __ f..... M ,�-I W LL V ai, q ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING _.. o z 9' HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. = I i i 1 T'' _ -- o r r I I.... i.. . _ = Z LL. c o `Q 0iip� Uj ri O i I I I I. i:11 F.... C O W t1! V C Cco � ___ _ - /"�I� 1. U (n ,1 L._ I j ........ ........ _I I O� L.V D C3 IO _ © ' 4 � I... t .. ------------ 1� � L 1 Q � 4 cn I i. ...._ a.. L..�... �I J E O Cp Q 5.2.8 t I .......... E 11J R 24 ADDITIONAL ELEVATION NOTES: ........ ........ ...... - __ ►-� Q = O ALJIUA �.... z_ F R. - _ . - ---_- - I J 1 - PRE-ENGINEERED TRUSSES TO BE MAWFACTURED WITH 7" HEEL 0 0' FINISH FL - ' ' __. __._. _.__ce "410 0 FINISH FLR. Ak s o .,% 2 - ALL HIPS TO BE MANUFACTURED WITH A 11/2" OFFEST AT CORNERS ' ' ' I °- I� 1 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN ---------------------- ------------- ADDITIONAL -- --- ---ADDITIONAL 1/2" DROP 7 a s 6 5 9 U_ � 11 � _ .8 5.2.8 5.2.8 5.2.8 N Uj © u' Z � Q � r � LU Uj Uj w FRONT ELEVATION '~ � . 1/4" = 1'-0" CARIBBEAN cew 5C5 :> 0 ' OLU RS � 4 = LU > Uj cn 0}. 0 cn go � Z U I c3ro V a _€ m LIJU62 �- L U Uj U V Uj vi ROOFING PER - CONTRACT, TYP W zin W h- a Cn © cn H CA N - - cn Q p. m 0J 3 O I z - 3 ` M1-4a rLU ................. _ 5.2.8 '- ' R,-' RMER +.ADO ' W --- I I-�- I TYP. `> I t i inn - - - FLASHING ..... . � .. .. .. , , I , L corf a .,�.............. I I l4 1 C d II o FLASHING - - - - -- - - - Q - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - _ o E - - PLATE z LU _ _.-__�. _ ___ _. _ — -- —_. __ _ _ _ ^ -coo -4 a4�1 o M - ----- _ .. ......... .. ..... ... L... _ TY LLQ I f I i _ I r ... AL1 O MM LLI O r-i C J (j1 O pp _. ...........- .......... I { a ..... - .......................... Q E C) 00 W E1C _ _T_ ___ __ _ \ _—... ... ................_............ ....1..... L.. a .......... .................................... .� —— .._.. ...... ................ ....................................[.................... .. (/) y _._ ........................L................. .. z -- r.... L... .. . .................... r1 _ to jh 0'-0" FINM FLR. _ _ _ _ I - _ _ _ _ _ _� __ M" FINISH FLR. 44 0 o . p �, `------- ------------- LU Its 9 4 1 5LU 0 5.2.8 5.2.8 5.2.8 5.2.8 L QW ,p En Ln o L w m V) 4< ® o RIGHT_ ELEVATIONi� � w UJ CM Uj SCS; 1/4" = 1'-0" C.A►RIEAN DCLU .� ASPHALT SROOLFIN � a o t SERIAL NUMBER 1014.2 M THE BW OF MY NIOMM9,M DEW DER=(KIM MWW MWM WITH YN MKXW M"NXIA" ODDE M ff9CT AS OF BITE OF COUMUN NEEM, SHEATHING May 25,2017 Ei 0- INSULATION L AS TRIM @ ............................. 1X4 HEAD .......... REQUIRED WATER-RESISTIVE &CASING .... .. ...... 1x6 RAISED STUCCO ()F FLO BARB MR PER ......................... CONTJtACT BANDING STUD 4�1 I 2-PLY Y16" -'3o 1 Gon'ZA 5016AINING ............... JOINT FLASHING NO SIDE- AS REQUIRED 2X6 W/2" -- ----- BANDING RUM\4W @ P- 2X RAFTER11-611 FOR STUCCO ............. FINISH NAIL PER O.C. . 4 MANUFACTURER 1*4 TING KM SPECIFICATIONS EEN U- RAFTERSY4 SILL ED C> NUAL DRIP AN LAP SIDING 1-4" ..................... 5 1x4 RAISED Ovan G. Drummond, AIA 20 FA6CIA e- 1x6 -(n --------------- STUCCO SILL AR 96399 En AMON LU 2x6%VqER TAIL p-.4 CONCRETE H j 2: iF- 0 : C-43 Manuel Gonzalez, AIA LU FOUNDATION 0 24' O.C. .............. WALL, ................- ........... ............... AR 96730 NDIWs PEP, PER PLAN Sang-Yub Lee, PE 72328 RbwION C) SIDING U- In LU ui 0% -j 1-4 CD STARTER -- RACKET 4" TRIM DETAIL 9 Ujw ui (D 0% LLJ 2' EAVE DETAIL 3 EI&I F- 46J 00 STRIP ow-, As.2. 1 Z :3 v �A5.2.81 8 �AS.2.J81 Uj V) N >' ch Lij 00 0 C,4 V E Uj 0 Zi ui -j U- U 0 >- 0 FLASHING DETAIL < Uj -i �m 20N E :� Q L L Z o- � CL < 0 CD -j 0) 'a 0 U LU tn 2 r- 00 CO P W 12 Ln DETAIL 0� < -j U cwn E 1 E 1- o612 A5.2JI 0 < E 0 1x4 TRIM CL WALL, ------------------------- ---- -—------------------------ C? ELEVATION PER PLAN i4p 5/4 x 2", ............ LU LU SLOPED cr- ceLU WAIST BAND j M' LU 1"x6" BAND ....................... ....................... .................... ..................... ......................... ....................... ................................................. 51/2 ui i Lu LU STUCCO LU ca LU vM LLJ 1"x4"1T LU 0 ZE L0 SHINGLE 49C Uj En b U- cn SIDING LU ko M 0 c> 6-1 Uj cx� 2-- ca M 4"X4"W 2"x4"----_ 0 cc) 0 LU 11 r9Y� POST 1/2"SHEATHING CC U (D CL ::r, 2: LU U-j II U LU (D T INT. EXT. 4"x4" POST---- LU >- D A r6 r4RAGF U wo rv"%NSI N, IL QEI61 L FE Mtn w=r-off -0, CAP ABOVE. �28II =.cc 7a1 1 2"x4" co -1 1 1 r14 LU II O U LU 0 0 LU U) (n ROOF PER CONTRACT � C:) co W CA nE C) 5" 41- -5GU' 177w CL. ca LU > 51-Ow PLT.HT.@ ENTRY ------2d g ch yg 0 BEAM PER 2 m STRUCTURAL PLAN VIEW cj L 3: Ln Uj LU U I 1X4 FASCIA 1X BEAM TRIM 0 2X6 RAFTER iE 2X6 W/3"ROUND >- 9.1 VENT @ 24"O.C. Wo 9.1 lAAJ 0 U M .2.1 /-4"TRIM 4"x4" -4"TRIM fx X: � --jr 11/2'COVE u0i ................. ...................... ........... ................... .............................................................. ............................................ caC 2 —- 1-— ...................... ........................... _ W CD c" ZD Vill 0 Nt ............ C" QO W (59M -\-s\----.---1 / M Uj ------------- 6 W %p- 1X4 TRIM \-4"TRIM 25 u.. CA POST r, 00 = C> w 6-.4 X g STRUCTURAL POST g our: "' I i LOUVER 12 (-A-"\ IX6 BASE W/QUARTER Li I cl U 9 p LL L............. 7 ;M Uj ROUND EDGE .................................... .................................... 0'-0"FINISH SUB - (( 2X DECK ...................... ..................... ............. .............. ........ .... .......... .............. ................ (3)2x8 RIM JOIST EN C WO SKIRT ............. ...................... .................. uiQ r9 nC- J 11Z DETA C) 2X8 JOIST 'SCALE 112' Uj 2x8 SILL PLAT ',��. ,2U- FOOTING PER STRUCTURAL n 2: ui c:) Uj LU -F t U E pU" LLJ ce- LU ui I Lw CfV LU t LU Cp o b 7 LU Uj ui IL 0 LU 1% ui L6 � �`X A5.2.8 A51J1 _j U- SERIAL NUMBER 1014.2 < 8 R 0 L -J TO THE BEST OF Mr KNOWI DGE,THE DESIGN DMM o is DRAWING CWM wire THE APPLICABLE NBOTMM F=M CODE IN WECr AS OF DATE OF CBMFICATION BU K'% 4. May 25,2017 OAO $, R 9 673 R , A z o � Ovan G. Drummond, AIA z AR 96399 C:) Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE p 72328 0 W W OW W Om Uj V-1 00 i>uD 0 Ln D _ G1 ~ B 06 Z C> Z W to N >+ J sn �' D f W cc ' > '"� Q C- Ln 00 m.j > tt� _ iu C3 • ULJ � M LL V = Z _ U. n� a ¢ m O '¢ ............................_ - ....._..........._.................-.1_.__._.. -- -- _._..._._� _:._. . ............... o 0 . ..._.... . .....:..... ____ ___-___- ---_.-__-_.__ _... .......... ._ .. a L cm Uj .�FW ---._.___- ___.._._ . ._..-_.. — _! L 1 Q Uo J Eo � < Uj ce I Q LU J � < U � a W.I.C. J Q to � <c /� o "Z �' BEDROOM 2 `~ o BEDROOM 3 ca _ A.H.0 MATER BAT U_ -- o - -- ------- --- U ..._._._... CAR O GARAGE __... Uj tn z � --------- v _ _ LU U. � Q HLU BATH 2 _ L \ LU 06, MASTER BEDROOM HALL W � o >- 10" X 10"AIR ma .. _.-. JUMPERUj Uj t— LAUNDRY � _ O V ` ~ ( € W m oC Ct) I --_ -- - - � ' / V / - - - �- Owc - - - _ ; � �, Uj Uj ca W m - COVERED ENTRY U ._ HALL FOS a — ... ...... o - - -- � i.......... �� C W W Iwl N Z O Uj O cnW r * o f 000 C � F o1 fL mLLA IN- o BREAKFAST GOURMETLU FAMILY R OM AREA '►' I o COVERED LANAI ING ROOM ! LU LIJ cn � mi m oo wiz j W _j < PANTRY I W W dr O — — — _ _.... - _. _ ....., .� ........ ... oC - _ J - --. - tn ... . ........ ......... ........... ..._... .. ........ .....__. oW - - --,E WUJ - zo C) I o � z w ac o FIRST FLG DIFFU ER LAYOUT11 lop Uj z o SCALE:1/4" = 1P-e" CARIBBEAN 00 W l ...J Uj zop jE oo � � oc z � W saw co (f') DIFFUSER LEGEND �- 4 L& UJ oUj SUPPLY m RETURN EXHAUST FAN ( 0 � o FOR REFERENCE ONLY <,c v O SERIAL. NUMBER 1014.2 . .". - TO THE NEVOF W MWLEVATHEO f 0 :". oROM MKIES WM THE AMMU Hai"auk CODE D1 EFFEU AS OF OATE OF C9==XIBM. A TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHIII 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE T FOR M WA SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER � � ��'� c BARRIER WITH FLASHING 0 RESISTIVE Y C�i'�NS; NECESSARY IN CORNERS RESISTIVE RESISTIVE itRIE� 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE THROUGH FLASHING ER TEMPORARILY SE ' Q HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, FOLD UP&TEMPORARILY 73 CURE WEAT44ER RESISTIVE WEATHER 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE R AB HEA, - ' EXTERIOR BARRIER FOR ELAS + RESISTIVE SHEATI ING M .. . . BARRIER "; U_ M INSTALLATION 6.. �l� 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD WEATHER TARE SILL RAN C) FLASHING AND SEAL WITH WEATHER RESTIVE BARRIER TAPE SARRIER :S'IVE , INSTALL HEAD FLASHING UNDER 2 Ovan G. Drummond, AIA < 1_4WEATHER ISTIVE ASSEMBLED AR 96399 Z �; + x ( 1 Manuel Gonzalez, AIA u 3. FOLD WEATHER RESISTIVE I�INQOW ) 2 AR 96730 ch `j 0 Q SILL PAN BRIER BACK GMER HEAD + Sang-Yub Lee, PE rRASWNG AND SEAL WffW TAPE M O 4 0 72328 y U_ 0 c FLASHING W n "' DO NOT FLASH a ' ' �� ` l OVER BOTTOM W �: .. .. � MAILING FLANGE 4: La d LU 00 LU z r. NOTES' °' � o. a 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE w a .i N E f' . 6 WIC). C ING TO 771-07 pMo o "'. FLASHING }4LL ^'� r U W © r. 2. REMOVE WEATHER RESISTI /E BARRIER FROM TOP OF .�.� � L ice.. Q� Z _(n OW SILL PLATE. o o,.5 p L d p a . INSTALL FLAwHING I ORDER AS SHOWN BY NUMBERS. 00 w zn U CO u, n NOTES: V ; 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" ) N CONFORMING TO AAAA 711-07 o a r... 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED rQ � � � � � UJ R TO F WATER SHEDD G LAPS. PER AAMA 100-07 _ d o LM ;#: � � � 2. INSTALL FLASHING IN ORDER AS SHOWN BY Nt�1BER� J U r.. W z 3. MECHANICALLY FASTEN AS NECESSARY Jch d t0 � pN n 0 0 W z TYPICAL SL DI 1G GLASS DQOR FLASHING DETAIL (E�T-2 T ' I A . WINDOW l F�.AS I JG DETAIL �- EXT-1 -1) D3 N.T.S. EXT-2) D3 N.T.S. � . a OPTION -A o otn o 6.. FLASHING a LU LU CONT. DRIP EDGE ' CANT STRIPLU ,.� ACROSS DOOR MEAD z z TO DIVERT RAIN — WALL PER PLAN WALL PER PLAN p SILL PLATE ........... -RAIN DRIP co SEE NOTE #2 i —EXTER R REGLE"fLU LU oDOM ,i ci WALL SHEATHING &11OR o Uj cn WITH WEATHER 0 RESISTIVE BARRIER ce ce �. c�c d_ Z M ---8 LU LU NOTES: NOTE: M LU � 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) ' "-' go° CONFORMING TO AAMA 71:1-07 THIS DETAIL ONLY ALS AT EXTERIOR 6 in o 2. INSTALL SILL FLASHING AS SHOWN ABOVE DOORS THAT 11 QIATE OVE S ABOVE WEM AND OOM T14AT HAVE A WCOKD anui 3. WEATHER RESISTIVE BARKER TO FORM WATER SHEDDING LAPS STORY FALL . z LU c[ o cn© EXTERIOR% R '� 1�1 NSOW WATERPROOFING AT � W J LU uu /� S� CA O Q m E I I N G O R BEAM EXT-6 f�l E D tT EXT-7 o RI P D ETAL t9c�GriZ EXT-5 ECTE RI@ D3 N.T.S. (EXT-S) 2-1 D3 N.T.S. (EXT-6) N.T.S. (EXT-7) o Uj LUE CO Q ,< vj o W20 .�jZ ' cn W oG CA tJ © © H W _ .. UL �..� vt o LU z � Lu X a10o CL bw coLUp Q � ~ ua t O rw' W �i ui < W cn ". = C> DC W cri m Ca UA J vi-6 o T 1- Uj ujv (, cry Jam �Ir SEL NU 1014.1 F- .� a 08�-Qo cs THE BW FMYKO E, EDESIGN TWIS _ DRAWING MMM W'IM INE AM"M MOOMIkt BIII DINS ROOFING PER CONTRACT. (CONTRACTOR TO CODE INEffKTASOFDATE OFamm'IIOMBam. PRWIDIE PRODUCT APPROVAL FOR ROOFING PS� ON A.R.A. RATE'S SHEATHING PER RLAYMENT TO BE OF F Odd Y NE MODIFIED BITUMEN aY� WPI ! ASTM D 1970 SE �� 4�' c E PLAN � `> P, #1IRJ WD TRUSS, 24" O.C. Q I NOW.ATWN W-M, SIR PLO FOR STRAP ', R 967 ." AUP. WRAPPEDc ' NAILEDAlNIM z u_ TO TUS W/ (2) D o 1 O.C.Z l, /\ /\ ' a ,\ , ' Ovan G. Drummond, ALA` c1n ----- CEILING INSULATION AR 96399 o ~ C US VENT D (SEE ENERGY CALCS.) Manuel Gonzalez, AIA O S LML 1/2" RIGID GYP. BD. AR 96730 Sang-Yub lee, PE oR S AIAE DBL. 2x SYP. WD. 72328 0 �o TOP PLATE W a 0 2x SYP. #2 WD. STUDS oO W Mil. 7/-#" STUCCO (3 @ 16" O.C., TYP. J o a �UJ o C S PET REFER TO WALL INSULATION o S 0 0 !++ LATH ELEV. FO (SEE ENERGY CALCS.) Z Q :3 ,d j---E: PYERHAN 2x SYP. #2 WD. HEADER U Q ''' c Uj En N 11 0 3 -SEE SCHEDULE � ,,, > T-1 ON c �- u� CC) SOlFW SPECIFICATION:: W o i r4 v E o OTHE C NAILED SCHEDULED WINDOW U_ W O o S TAILS. 9 A TYPICAL (SEE FLOOR PLAN) _ = Z -- Q WINDOW ATTACHMENT � � a 0015 Q COMPLIANT W/ FBC-R " U W Ln a c©0 co "' Lu � 2x SYP. #2 STUD @ 16 o � °� CLn MILIA. 7/8" STUCCO (3 COATS) O.C., TYP. � :� � E O � , LU � V. SELF FURRING z � o N R a =PWAOM N -. AL LATHWALL INSULATION B>� CL U d >- >- ' ' (SEE ENERGY CALCS) J _j � Ck _ E tR ST�tUC1JRAL a 0 0 0 PER CONNECT WALL PER QN C4 z � FRAMING DETAILS o cac 2x FALL PLATE FINISHED BASE MOULDING W R RESISTANT BARRIER 3/4" GYPCRETE (OPTIONAL) o � 2 D): PAVER TOP OF � ' E BA0wL L.A�'H & 1-3/4" THK. T&G SUBFLOOR i a C OFING PER CONTRACT. (CONTRACTOR TO Ptd, h�USE WRAP GLUED & NAILED TOSS 0 o c P PRODUCT APPROVAL FOR ROOFING OR SYfSTEM Q SYSTE A'P4 RATED SHEATUJ PLAN SSHEATHING PER cx_ LU g w w SPECS. 2x FASTENED LU z o ALL ROOFING UNDERLAY ENT TO BE TO TRUSSES Q' Uj LLA SELF-ADHERING POLYMER MODIFIED BITUMEN POkIlWAS INQWRZn ' UJ SHEET TO COMPLY WITH ASTM D 1970 SEE PLAN Z PRE-ENGWERED WD TRUSS, 24" Q.C. T LBATT m a o J INS SEEPLAIN FOR STRAP P - LNEERED /TS ATGAR +GE SEE UIRED `' 27- 0 0 E LU ( S t UT E Y CALCS L M ALUM. PED 2x ) ) 0 0 WOOD f A ND ¢ Q , TO TRUSS TAILS W1 (2) 1/2" RIGID GYP. BOARD E \ -� U o b 16d @ 24 O.C. 1/2 GYPSUM 1 , LU a METAL DRIP CEILING INSULATION W�ALLBOA►RD ON STUDS ' LU u EDGE -_-___ ____-- (SEE EUM, CA ;CS.) DLA.. 2x SYP. WD. TOP PLATE W/ WALL INSULATION F CONTINUOUS VENTED 1 2" RIGS GYP. I D. (�-ENERGY CALCS) 0 SOFFIT; WOOD LES. / S D WINDOW z M RETURNS WHEN ( FL R PLAN ac t� STUCCO SOFFITS ARE DBL. 2x SYP. �LbD. AfiT NT >- HEADER SEE FRAMING o REQUtD TOP PLATE Coopueff W PLAN FOR SIZE AND DEPTH z W <[ 0 2x SYP. #2 WD. STUDS 4 MIN. 7/8" STUCCO (3 @ 16" O.C., TYP. y�.�y OG W N o = COATS) ON GALV. � N- REFER TO WALL INSULATION SELF FURRING FELT ' vi o '4 4- m BACKED METAL LATHELEV. FQ (SEE E ?� CALCS.) ce U H_M z © ' SEEYSC#2 VIII. DEADER co n HEDULE � ua 0 STUCCO SOFFIT"SPECIFICATION. ' ca PAPER BACK LAT44E W/ LU 0 CONTINUOUS VENTING NAILED cn z SCHEDULED WINDOW SCHEDULED WINDOW IND o TO TRUSS TAILS AND A TYPICAL SEE FLOOR PLAN) (SEE FLOOR PLAN) W STUCCO FINISH ( o ewe Ujo EXTERIOR SHEATHING TO 1/2" GYPSUM WWA►LLBOARD ON E RIOR SHEAT1 ING TO 1/2" GYPSUM WALLBOARD ON � V) BE FLUSH WITH THE EDGE STUDS Vit/ WALL INSLA AMON BE PLUSM WITH THE EOGE STUDS W/ WALL INSULATION Uj Q OF THE FOUNDATION, 1/4" (SEE E A Y CALCS) OF VIOL46DATIONN, 1/4" (SEE ENERGY CALLS) GAP BETWEEN TION GtM ON off` z AND SHEATHING 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS '`�• ui W , APPLY A LIGHT COAT OF @ 16" O.C., TYP. ALLY A LIGWT COAT OF @ 16" O.C., TYP. p 4 A LU CEMENTITIOUS COATING TO C S COATING TO 0 FILL VOIDS & HONEYCOMBS2x P.T. SILL PLATE YCOMHONE RS 2x P.T. SILL PLATE o ui WATER RESISTANT BARRIER WAVER RESISTANT BARRIER © U,,. (2 LAYERS REQUIRED): PAPER CONNECT WALL TO FOUNDATION 2 RED): PARR CONNECT WALL TO FOUNDATION [ 0 ua o BACKED M & PER FRAMM DETAILS PKTAL LATHE & PER FRAMING DETAILS LL" cc POLYETHYLENE HOUSE WRAP P L� FUSE WRAP z o OR APPROVED Ems.SYSTEM PROVIDE CONT. METAL TERMITE 0 �- SYpmM PROVIDE CONT. METAL TERMITE CA SHIELD SILL E SHIELD UNDER SILL PLAN E WEEP SCREED SCREW SASE LMO GFINISHED BASE MODU G - QUJ MAIN FLOOR AikMAIN FLOOR j jNF7 ELEV WO d _ l 0 c~a WGo O >- IT _ —III- � _ LJLJ _ _ �— �� a � Uj z ui .. p °� —_� �, �=� 4" CONC SLAB W/ a d , 4" CONC SLAB W/ j VAPOR BAER I -r =' VAPOR BARRIER p 14, z o SEE FOUNDATION SEE FOUNDATION PLAN FOR SIDE AND PLAN FOR SIZE AND �� Q Uj © t; EXTER10"' /ALL TYPE 0"'m F TYPE OF FOOTING , z 26© � Uj cp_01" I 0" 'CTION WITH TWO-STORY SECTION c ca ' SCALE: 3/4" = V-0" D7 SCALE: 3/4" = 1'_O" ERI�AL NUMBER ac cv o 1014.1 sh Register Receipt Receipt Number 121 • of Beach R320• City DESCRIPTION ACCOUNTQTY PAID PermitTRAK $55.00 RES17-0069 Address: 1650 MARITIME OAK DR APN: 169505 1930 $55.00 SLAB 10/18/2017 MJ $55.00 SLAB 10/18/2017 MJ 45500003221002 1 0 1 $55.00 TOTALR3206 $55.00 CITY OF ATLANTIC BEACH 800 SEMINOLE RD ATLANTIC BEAC,FL 32233 10/18/2017 15:15:37 CREDIT CARD VISA SALE Card a XXXXXXXXXXXX8381 SEQ#: 5 Batch#: 465 INVOICE 5 Approval Code. 048049 Entry Method M&-ual Mode: Online Tax Amount: 140.00 Cust Code: Card Code: M SALE AMOUNT X551 CUSTOMER COPY Date Paid: Wednesday, October 18, 2017 Paid By: TOLL BROS.,INC Cashier: BA Pay Method: CREDIT CARD 5 00, Printed:Wednesday,October 18,2017 3:16 PM 1 of 1 TflAI(iT _o y S cq n �l Pa S N FORM BOARD ELEVATION CERTIFICATE Woo �cn' Date Permit Number: Address: , �,'Ir; �,r, 0 � I All American Surveyors Work Order # Required Slab Elevation on City Approved Site Plan: I � D Actual Elevation of Form Board or Grade Stake: Survey Company: ALL AMERICAN SURVEYORS OF FLORIDA INC. 3751 San Jose Place, Suite 15 Jacksonville FL 32257 Work Phone: 904-279-0088 Signature of Surveyor:(PartyChief) UNIVERSAL UES Project No: 0910.1400187.0000 Workorder No: 193274-1 ENGINEERING SCIF,,NCES Report Date: 10/13/2017 Consultants In:Geotechnical Engineering-Environmental Sciences Geophysical Services-Construction Materials Testing-Threshold Inspection ED Building Inspection-Plan Review-Building Code Administration S cQ „ 01,ee 3e- 5561 Florida Mining Blvd So.,Jacksonville, 32257 • P: 904-296-0757 • F: 904-296-0748 In-Place Density Test Report Client: 160 Cape May Avenue UES Technician: Michael Zimmerman Ponte Vedra, FL 32081 Date Tested: 10/13/2017 Project: Area Tested: lot 127 Type of Test; Material: Fill Field: ASTM D-6938 Nuclear Gauge Metho Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. aximum ptimum Field Dry Field Soil Fill TestDepth Pass Density Moisture Density Moisture Compaction No. Location of Test Range (pcf) 1%1 (pcf) I%1 (%) (inch) or Fail 1 4' N X 4' E FROM SWC 0 - 1 ft 102.3 14.6 98.1 6.8 96 N/A Pas! 2 4' S X 4' E FROM NWC 0 - 1 ft 102.3 14.6 99.5 5.1 97 N/A Pas 3 4' S X 4' W FROM NEC 0 - 1 ft 102.3 14.6 97.3 2.5 95 N/A Pas, 4 4' N X 4' W FROM SEC 0 - 1 ft 102.3 14.6 96.9 7.7 95 N/A Pas Tn nn{n{.lin F.n m,.{„n/nminn{inn{n I/n i..n.nn/'n nlinn{r {i.n 0"Alin-4 n•.rrnh. -11 #n --n.•A...ilMrl nr n!n.,r nlin nln nn.i n {L.n ri�n{inn p1 fJr� J ReceiptCash Register City of Atlantic BeachR4014 DESCRIPTION • CITY PAID PermitTRAK $55.00 RES17-0069 Address: 1650 MARITIME OAK DR APN: 169505 1930 $55.00 FRAMING ROUGH 01/22/2018 MJ $55.00 FRAMING ROUGH 01/22/2018 MJ 45500003221002 0 $55.00 TOTAL ' R4014 11 CITY OF ATLANTIC BEACH 800 SEMINOLE RD ATLANTIC BEAC,FL 32233 01,23 2018 16:45:32 CREDIT CARD VISA SALE Card a XXXXXXXXXXXX7610 SEQ 10 Batch , 527 INVOICE 12 Approval Code: 055449 Entry Method: Manual Mode: Online Tax Amount: $0.00 Cust Code: Card Code: M SALE AMOUNT $55-W CUSTOMER COPY Date Paid: Tuesday, January 23, 2018 Paid By: TOLL BROS.,INC Cashier: BA Pay Method: CREDIT CARD 12 I Printed:Tuesday,January 23, 2018 4:45 PM 1 of 1 4 „,w,